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Permit 780 Paradise Ct r PERMIT WORKSHEET Certificate of Occupancy —� Job Address: 780 ?9,ADIS� LPNS Type Work: S Property Owner: Phone# S�SI coN INC Contractor: Krol CUN I N C Phone # Permit#: g y . 741 p Date Issued: Tree Permit# Foundation Permit# Demolition Permit# BUILDING ELECTRIC # MECHANICAL O# PLUMBING #29 Tem .Power# Footing 2-��`0JEA Release Date Temp. Power Slab Letter Recd. Z-25-C� Tie Beam Temp Pole# Lintel JEA Release Gas Piping Nailing/ Date Water/SheathingSewer Rough/ Framing Rough Rough Topout Insulation JEA Release Date Building p� Z Electric �l Z(e Final Mechanic c'12, Plumbing qZ Final Final Final Jam' �X JEA Release �'(A�j(►01 �,1( .C)Jr Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final Fire Insppr-tion: Failed inspections: Date Paid: —'� IS 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: February 14, 2006 Owner: Bestcon Address: 780 Paradise Lane, Atlantic Beach, Florida 32233 Construction Type: Wood Frame Use Classification: Single Family Residence Permit Number: 04-29420 DON C. FORD, C.B.O Building Official Post in a conspicuous space. Building, q 'y Planning & \` Zoning ' Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: 10 l `/z 6 s Contractor Name: TE s Td d 'n Permit #: � - a 9 �a 0 Property Address: ?d '?,f 1_aI:S GtYI'1 Legal Description: Nt GJ 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 ❑ Commercial ❑ Other: Lowest Floor Elevation: Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works 1014 fav Planning Dept. Building Dept. d a A,-/).l,�fs /o141 Final Survey with FFE O�r Yes ❑ No All Re-Inspect Fees Paid LZ Yes ❑ No CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL ,32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 10/05/05 Parcel Number . . . . . - -44- Property Address . . . 780 PARADISE LN ATLANTIC BEACH FL 32233 Subdivision Name Legal Description . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . BESTCON OF JACKSONVILLE INC Contractor . . . . . . BESTCON, INC. 904 246-3747 Application number 04-00029420 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL r rfr; CITY OF ATLANTIC BEACH �S1 800 SEMINOLE ROAD 1> -" ATLANTIC BEACH,FL 32233 / INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031110 Date 8/31/05 Property Address . . . . . . 780 PARADISE LN Tenant nbr, name . . . . . . IRRIGATION Application description . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ H20 MANAGEMENT, INC. 3731 C.R. 220 MIDDLEBURG FL 32068 (904) 282-6413 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments OWNER MUST HIRE A PLUMBER TO INSTALL A BACKFLOW PREVENTOR & MAKE THE CONNECTION FROM THE PRIVATE PROPERTY. PLEASE CALL MALCOLM CLEMONS FOR INSPECTION 247-5839 . Fee summary Charged Paid Credited Due ----------- - ----- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 t 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 BUILDI� CODES. BUILDING OFFICIAL CITY OF ATLANTIC BEACH rY j PLUMBING PERMIT APPLICATION Date: 0 S'_ Property Address: 7, � �c5�'� L--ej Owner: �u� �� Telephone#: (9(149-324 1f Contractor: t��2 0 Telephone#: Contractor Address: 373/ C.fz a M�Dk.�'x�(LC9- Fax#• c '�`�� 3 hi consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, New list the building permit number: O Re-Pipe bC/ O OU P'R'43-4a 0 Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters r/ Other �+-�i�� "Jj 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:/lwww.ci.atiantic-beach.fl,us FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Oct. 04 2005 01:02PM P3 MAP SHOW7NG BOUNDARY SURVEY OF LOT .4.4 AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57, PAGES 31 THROUGH 31C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY UNE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. NOTE: THE PROPERTY SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD ZONE 'X" AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075- 0001 D, DATED 4-17-89. LEGEND: • FOUND 1/2" IRON (LB 1704) O SET 1/2"' IRON (LB 1704) R/W RIGHT OF WAY PC POINT OF CURVATURE PT POINT OF TANGENCY 8RL BUILDING RESTRICTION UNE F.F. ELEV. FlNISHEO FLOOR ELEVATION PARADISE LANE (PRI VA TE VARIABLE WIDTH R/W) Pr 372'60N89'36'50"E 55.00' so.00' JPc N V �.`• '< N ELECTRICAL TRANSFORMER ON CONCRETE PAD 20' 10.0' 20.2' IA V vJ w,• I COVER]D/ CONCRETE r • 8 9.• ENTRY �� STOOP t ., 10.0' CONCRETE v t' PAD C) f TWO STORY e I O FRAME RESIDENCE 15" EAVES I 0 N IN #780 F.F. ELEV.—(72.82) IV CONCRETE A/C PAO 15.0' CONCRETE 9s'1 20.2' f° PA710 10' 3RL 0.7' LOT 44 D 7 589.36'50"W 55.00' UNPLATTED LANDS OF SECTION 18, TOWNSHIP 2 SOUTH, RANGE 29 EAST t IS CITY OF ATLANTIC BEACH � 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029420 Date 1/31/05 Property Address . . . . . . 780 PARADISE LN Tenant nbr, name . . . . . . NEW SFR 1527RAD/2770SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 248874 Owner Contractor ---------------- -------- ------- ----------------- BESTCON OF JACKSONVILLE INC BESTCON, INC. 4400 MARSH LANDING BOULEVARD 4400 MARSH LANDING BLVD SUITE 6 SUITE 6 PONTE VEDRA BCH FL 32082 PONTE VEDRA BCH FL 32082 (904) 246-3747 (904) 246-3747 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 907 . 00 Plan Check Fee 453 . 50 Issue Date . . . . Valuation . . . . 248874 ------------- ------------------------------------- -------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 38 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 12 . 46 AB CONSTRUCTION SURCHARGE 1 . 38 STATE RADON SURCHARGE 7 . 25 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 590 . 00 WATER CONNECT/METER ONLY 85 . 00 Ash SAND �� WATER CROSS CONNECTION 35 . 00 "R DATRO MEIPT rs Type_ CC Draw: 1 arged Paid Credited Due e: 1/31/85 81 Recelpt not 291 86 -------- ---------- --- ------- --------- - Amount 907 . 00 907 . 00 . 00 . 00 Description Qt itY 453 . 50 453 . 50 . 00 . 00 Bp BUILDI PEWITS t66L 97 2306 .47 2 3 0 6 .4 7 0 0 . 0 0 3666 . 97 3666 . 97 . 00 . 00 Tender detail $MAL 97 97 Tota eyed OECK6229 ;6 6.97 Total paYstat Trans dates 1/31/86 Tim' 14186125 R THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN E FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS ,. aniJ rrKrvUI AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL ri..tJ.+y � r is ms'µ CITY OF ATLANTIC BEACH r BUILDING PERMIT APPLICATION y� (FOR NEW SINGLE FAMILY RESIDENCE AND 1 , DUPLEX CONSTRUCTION) /-7 Date: 4?L1 / 7 Job Address: 7PQ I t ro(kc. Lor'2-1 Owner of Property: Q Address: /�l' Telephone: 013141 Legal Description: Block Number: Lot Number: Zoning District: Contractor: AllState License Num Contractor's Address: C ,ffl Telephone: 3 14`7 Fax: Describe proposed use and work to be done: 1 � [ Present use of land or building(s): Valuation of proposed construction: CU Is approval of Homeowner's Association or other private entity required?LQ If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? [LNO. Applicant certifies that no change in site grade 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. L7106. 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 Tree 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. hi 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 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 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. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations. Include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. I hereby certify that all i7on prooviiidedwith this application is correct.Signature of Owner: C/C/ Date: la i- / I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required / Signature of Contractor: �/(J Date: �-7 g � Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: Phone: W 31q /-7 Fax: _ 7/a E-Mail: AS TO OWNER: Sworn to and subscribed before me this / — day of eawmc_��s ,200(/. State of Florida,County of Duval c 0'r P11 Barbara J. RosW Notary's Signature: Commission#DD337515 Expires August 19,2008 Personally known c� �+w ra+r�• o.n��oo•rosroro ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this & day of 20__Py. State of Florida,County of Duval Notary's Signature: � r PV Barbara J Rosset personally known *o�oM� ❑ Produced identification r Commission 0 DD337515 Type of identification produced `Expires August 19,2008 r. rev F"•WW*%1%h*sw~919 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 http://www.ci.atiantic-beach.fLus Page 3 Revised 1/04 I NOTICE OF COMMENCEMENT Building Permit No. _ Tax Folio No. Book 12111 Page 763 STATE OF FLORIDA COUNTY OF DUVAL (Do not write in this blank area D U Reserved for recording purposes only). 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. 1. Description of Proimrty: (Legal description of the property and street address, if available). Lot 44, 'ARADISE 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: Construe,rionofasinglefamilyresidence. Doc# 2004340696 Book: 12111 3. Owner Information: Paled 763 a. Name and address: F111 $ Recorded 10/25/2004 0 :01:03 PM Besicon,Inc. JIM FULLER 1484 Laurel Way CLERK CIRCUIT COURT Jacksonville,Florida 32233 DUVAL COUNTY RECORDING t 5.00 TRUST FUND f 1.00 COPY FEE $ 1.00 b. Interest in property: CERTIFY $ 1.50 REC ADDITIONAL $ 4.00 Fee simple. C. Name and address of fee simple titleholder(if other than owner): i 4. Contractor: (name and address) (✓ Besicon,Inc. 1484 Laurel Way Jacksonville,Florida 32233 5. Surety: a. Name and address: b. Amount cf bond S 6. Lender Informatioa: a. Name and address: SunTrust Bank 76 South Laura Street Jacksonville,FL 322Q2 b. Designated Contact: Tee Barley 7. Persons within the Slate of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(])(a)7., Florida Statutes: (Name and address) Lynn Verinilya SunTrust Bank, 76 Soul17 Laura Street Jacksonville, FL 32202 8. In addition to himself, Owner designate Tee Barley of SunTrust Bank, to receive a copy of the Lienor's Notice as provided in Section 713.13(a)(b), Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is One (1) Year from. the date of recording unless a different date is specified). Other expiration date: April 18,2006 BES CO INC. FROM :CLARS014 « ASSOCIATES FASO HO. :904 396 2633 DcL;. 20 2004 09:41AM P2 MAP SHOWING PLOT PLAN OF LOT 44, AS SHOWN ON MAP PARADISE PRESERVE AS RECORDED IN PLAT BOOK52 PAGES 3)THROUGHP40F 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, PARADISE LANE FRIVATF- VARIABLE WIDTH R W PT 3 .5/w N8 -36 5 E 5 00 $/" PC U. qe1 • o � iT z�'PEc� 20' lie O , ;-1,4 rRY Poge O I N . N �O.0' w V r1 v v O -_, U <v- L) Qo LL w N n Q Q LL I N cn • Q I 4� � � O O _ PArta LOT 44 ��g1 S89',36'S0"W 55. 00' UNPI ATTf—r) 1 ANIS OF' SECTION I& J� CITY OF ATLANTIC BEACH x f r FLOOD PLAIN DEVELOPMENT INFORMATION Location: _ 78Q P'ytad Ise. Lany., Type of Development: Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ord' ce affecting the proposed development. Applicant's Signature Date: �0 /� Q i Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17103 DEP.ARTT NT OF PUBLIC WORKS 1200 SANDPIPER LANE al ATLAN'T'IC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 J' FAX: (904)247-5843 SUNCOM:852-5834 http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # C1 19410 Applicant: 551 CON INC . Address: 7�0 PARADISE -ANE project:. NtW 5F� 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: Ite 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 D Ka uzni ub 'c Utilities Director Date Signature &T Contractor Notified Date DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE 4. ATLANTIC BEACH,FLORIDA 32233-4318 . TELEPHONE: (904)247-5834 FAX: (904)247-5843 S' SUNCOM: 852-5834 ;) http://ci.atiantic-beach.fl.us �Jx3 Y` PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # © Z4 - 2 91420 Applicant: d E SI CQ N INC . Address: "M Proj ect: N�w CJ ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: Once again, please provide all documents at one time: 1) Provide drainage plans; 2) Provide erosion and sediment control plans with details, 3) Provide impervious area calculations. Surety Bond, as discussed in PWD letter dated 12/15/04, must be in place before permit is approved. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247-5834. Reviewed by Rick Carper, P.E., Public Works Director Date ?:-�A - — Signature Contractor Notified Date 2 -7 CITY OF ATLANTIC BEACH v.Ford BUILDING/ZONING DEPARTMENT ' 800 SEMINOLE ROAD tt J yr ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 � FAX:(904)247-5845 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application# 014. 2q y 2 0 Property Address: NO PA RA D 15 E LANE Applicant: d 31 Wn) INC Project: N�- 5 This rmit application has ��,n: Approved ;0 �- �eviewedand the following items need attention: e.� a Please re-submit your lic tion when these items have been completed. Reviewed by: Date: e) y'US/ CITY OF ATLANTIC BEACH D.Ford }L BUILDING /ZONING DEPARTMENT ins .0 Doerr j 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5845 http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application# o q - 2 9 4 2 0 Property Address: -790 F R fl D IS T LANE Applicant: 5 E 5 T CON INC. Project: N�Ny 64( This permit application has been: ❑Approved ❑ Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by: Date: t jl CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET F JJ3 %� Date: / • 3/- O J Address '� d'0 Q�ir,�,piSE L - /J g� ,.S FIL Heated Square Footage 2,177 @$_z OQ,cm per sq ft= $ 2-/ (0 Garage/ Shed S 3'iY, @$ !�_�F5( per sq ft= $ 2-'7`1 Carport Porch) /d'__@$ ,3x,00 per sq ft = $ 592-c. Deck @$ per sq ft= $ Patio @$ per sq ft= $ TOTAL VALUATION: $ Total Valuation 1st $ $ 2 Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: )PUJ) + '/z Filing Fee $ FLOOD ZONE: X (o) Fireplaces @ $35.00 $ Q IMPERVIOUS SURFACE: Sa o BUILDING PERMIT FEE $ WATER IMPACT FEE $ 5-90 SEWER IMPACT FEE $ /.2-S-0 WATER METER/TAP $ 'P3-- CAPITAL IMPROVEMENT$ 3 2 SEWER TAP $ 0 C (Sz;j RADON HRS .0050 $ SECTION H PAVING ( ) $ -0 - CROSS 0 -CROSS CONNECTION $ 3 3�- STa77o) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ , 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: J'0 DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers,residential 2 l 2-- Bathroom group consisting of water closet,lavatory, Bidet, and bathtub or shower 6 Z 1 2 Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 2 Drinking un!g' cemake %Z Floor drains 2 Hose bib 1 Kitchen sink,domestic 2 Kitchen sink,domestic with food waste grinder and/or dishwasher av L 2 L Laundry tray(1 or 2 compartments) 2 Lavatory 1 Shower compartment,domestic 2 Sink 2 Urinal 4 Urinal, l 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= S' MULTIPLIED X 20 TOTAL$ a III. Energy Code Information: RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS 1. Is the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? (FBC 13-600) Yes/ No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes✓ No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R•'value between common walls shown? Yes ► No N/A✓ p (FBC t3-602.LABC.1.1) PLANS EXAMINER:_ )O til OLD DATE: J �'O 4. Is the"R"value for added insulation on exterior walls shown? Yes✓ No N/A 5. Is the"R"value for ceilings shown? (FBC 13-604.1.ABC.1) Yes✓No N/A OWNER: E S F C O 4J JOB ADDRESS p0 �i¢rfi}p�S'� 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes V'No N/A 7. Are Energy Credits Claimed? Yes./No N/A A. Attic Radiant Barrier Credit (FBC 13-607.1.A.4) Yes w, No N/A CONTRACTOR: L3 as T C O N PHONE NUMBER: 112G-3 �7 7V / B. White Roof Credit (FBC 13-607.1.A.5) Yes k/No N/A C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes,/No N/A (CIRCLE) I. Survey: IV Foundation Plan: 1. Is a specific purpose survey submitted? Yes v/No N/A 1. Are all footings shown,including 2. Is correct Flood Zone shown? Yes ✓No NIA Column pads and concentrated loads?rtor bearing wags, yes s✓No N/A w an"A"or"V"zone? 3. Are existing grade elevations shown for structures located ✓ 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes V'No N/A Yes No N/A ✓ 3. Are all elevation changes in slab shown? Yes✓No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A 4. Is minimum concrete PSI shown? Yes V/No N/A 5. Is property in a hood way? Yes No N/A.► 5. Is slab reinforcement shown? Yes✓No N/A 6. Is flood way line shown? Yes No N/A r/ A. Wire mesh size and gauge? Yes No N/A� B. Fibermesh reinforcement? Yes ./No N/A II. Structure Code Compliance: 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes✓ No N/A 1. Are plans sealed by architect or engineer? Yes VN. N/A 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes .I'No N/A 8. Is type of soil treatment for termites shown?(FBC 1816) Yes./No N/A A. Are structural calculations submitted? Yes 6,/No N/A 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes✓No NIA Strength of not less than 2500 PSI at 28 days?3. Is exposure category shown? (FBC 1606.1.8) Yes✓No NIA Y (FBC 1804.5.1) Yes s/No NIA 4. Is Importance Factor shown per FBC Table 1606? Yes V No N/A to. If pile foundation shown,is Sealed Soils Report submitted? 5. Are pressures for wind loading on components and cladding (FBC 1805.1) Yes No N/A Shown per FBC 1606.2.5? Yes-/No N/A 6. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yea ✓No NIA V. Typical Wall Section 7. Does structure meet requirements of FBC Table 500 for number of 1. Is finished grade shown? - Yes./ No N/A stories and allowable area? Yes No N/A 2. Is minimum floor elevation shown? y Yes r/No N/A ✓ 8. Does structure meet Fire Resistance Ratings of FBC Table 600 A. Minimum 8"above adjacent grade?- Yes*0"No N/AB. Flood protection elevation? Yes, No N/A✓ for structural elements? Yes ✓No N/A 9. Are plans designed per SSTD 10-99? Yes No NIA'e' 3. s Is Base flood elevation? Yes No N/A.-" footing depth beneath finished grade shown? Yes✓No N/A A. Are all appropriate charts and tables shown? Yes No N/A- FBC 1804.1.3 B. Are all appropriate requirements circled or highlighted? Yes No NIA 'o' 4. Are all footing sizes shown? Yes too'No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes✓No N/A Construction in High Wind Areas"? Yes No NIA'� 6. Is vertical reinforcement shown? Yes./No NIA A. Are all appropriate charts and tables shown? Yes No N/A" 7, Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No N/A./ A Is exterior wall finish shown? Yes No N/A✓ 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior hurting shown? Yes No N/A✓ High Wind Areas? Yes✓ No NIA C. Is exterior wall insulation shown? Yes No N/A r A. Are all appropriate charts and tables shown? Yes }/No N/A D. Is exterior wall fnish shown? Yes No N/A✓ B. Are all appropriate requirements circled or highlighted? Yes No NIA 12. Are plans designed per"AF&PA Wood Frame Construction 8. Wood Frame Construction A. Is stud sous spacing,grade and lumber species shown? Yes ✓No N/A Manual for One-and Two-Family Dwellings,High Wind Edition"? Yes No N/A✓ B. Is exterior sheathing(type and thickness)shown? Yes*,"No N/A A. Are all appropriate charts and tables shown? Yes No N/A - C. Arc nailing requirements(size and spacing)shown? Yeso NIA B. Are all appropriate requirements circled or highlighted? Yes No N/A,(,,, �N (FBC Table 2306.1) D. Is exterior wall finish shown? Yes ✓No N/A 15. Does bedroom open directly into garage? Yes No s/N/A E. Is interior wall finish shown? Yes r/No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes/ No NIA grade shown? (FBC 2304.2.5) Yes s/No N/A G. Are shear wall segments shown? Yes No N/A 17. Is Designer's name and address shown on plans? Yes V No N/A A. Type of hold-downs shown? Yes V,/No N/A 18. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes s/No NIA and FBC 1012.1.5? Yes�No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes&0",No N/A 19. Are habitable rooms shown with the minimum light and ventilation It. Is ceiling type shown,drywall thickness? Yes✓No N/A requirements of FBC 1203.17 Yes�No NIA 12. Roof Framing 20. Are gavage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes'-"No NIA wind load requirements for components and cladding per FBC 1606? Yes✓No N/A B. Are conventional frame rafters used? Yes No N/A/ 21. Does floor plan show fireplace? Yes No j/ N/A 1. Rafter size shown? Yes No N/A.10, 22. Are stair details shown? Yes✓No N/A 2. Species of lumber shown? Yes No N/A✓ A. Is minimum stair width shown? (FBC Table 1004) Yes✓No N/A 3. Grade of lumber shown? Yes No NIA./ B. Are tread and riser sizes shown? (FBC 1007.3) Yes 1/No N/A C. Type of roof sheeting shown? Yes✓No NIA C. Do spiral stairways comply with FBC 1007.8.2? Yes No N/A ✓ 1. Thickness of roof sheeting shown? Yes �/No N/A D. Are required landing shown? (FBC 1007.4)? Yes s-No N/A 2. Grade of roof sheeting shown? Yes✓No NIA E. Is required headroom clearance shown? (FBC 1007.4) Yes s^o N/A 3. Nailing pattern of roof sheeting shown? Yes --No N/A• 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes No N/A✓ D. Weight of Dry-In felt shown? Yes✓ No NIA 24. If required,are tenant separations shown? Yes No N/A s/ E. Type of roof cover shown? Yes ✓No NIA A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes s/No N/A 25. Are all columns and beams shown for porches and lanais? Yes./No N/A 2. Attachment of Ne roof shown? Yes No N/A✓ A. Are column type,size and anchorage shown? Yes s/No N/A (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes,/No N/A 3. Other roof covering and attachments shown? Yes No N/A 26. Are all lintel and beam details shown? Yes;"No N/A F. Length of roof overhang shown? Yes✓No N/A 27. Are engineering details provided for butt glass? Yes No N/A G. Type of soffit and fascia shown? Yes x/ No N/A H. Attic ventilation shown? Yes No N/A 1. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yea✓J Io N/A 1. Are engineered truss plans provided showing loads,uplifts and J. Type and gau¢e of veva metal shown? Yes No NIA required connections? Yes t- No N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yes s/No N/A 3. Framed root Vl. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and coynectious? Yes No N/A application? Yes / No NIA B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes,/ No N/A species,grade of lumber,span and connections? Yes No N/A✓ 3. Are all door and window sizes shown? Y../No NIA C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes./No N/A grade of lumber and connections? Yes No N/A 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes No N/A✓ of lumber? Yes V-`No N/A 6. Are all vertical reinforcements shown? Yes.," No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes..-'No NIA pattern? Yes✓No NIA 8. Are all hold-downs and hurricane anchorages shown? Yes s/No N/A 9. Is required attic access shown? Yes No. N/A 10. Are all plumbing futures shown? Yes/No N/A VIII. Floor Framing. it. Are all electrical fixtures shown? Yes No NIA 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes No NIA uplifts and connections? Yes✓No N/A A. Is air handler and condensor location shown? Yes No N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? Yes✓No N/A grade of lumber and connections? Yes✓N N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes/No NIA 3. Is floor sheeting indicated,showing type,thickness and I 14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes t/No N/A Have a 29"net clear door opening and handicap accessible route? (FBC 11-11) Yes✓No N/A CITY OF ATLANTIC BEACH 3sr 800 SEMINOLE ROAD � r ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 F Application Number . . . 04-00029420 Date 5/19/05 Property Address . . . . . . 780 PARADISE LN Tenant nbr, name . . . . . . NEW SFR 1527RAD/2770SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 248874 Owner Contractor ------------------------ ------------------------ BESTCON OF JACKSONVILLE INC BESTCON, INC. 4400 MARSH LANDING BOULEVARD 4400 MARSH LANDING BLVD SUITE 6 SUITE 6 PONTE VEDRA BCH FL 32082 PONTE VEDRA BCH FL 32082 (904) 246-3747 (904) 246-3747 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor CHAPPELL HEATING & AIR 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 p PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL May 12 05 08: 51p Dwayne (904) 724-1224 p. 1 `} CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION n [� Date: �f- D_ ` Properly Address: ��1 d ��//i��iSC moi✓ / Owner: &,5.A C 0 q 1 Telephone#: :a� 16 .3 7 L/ 7 Contractor: '1L 1� C:-h/t t'. C� (l;t Telephone Contractor Address: '' l !4- Fax Contractor Signature:�l l is coesideneioa of peaoit given Sar doieg Ibc wotic at is tba above ws hereby agree oo pnfam said work in acmrdancc w&h the amadard plan and specifications wbub we a and in aoeordence with VwCity of Atlantic fkach ordinances ad starAW&of and vactive tinted the o Typo of fleecing feel: if other cmutruction is being done on this building or site,list the building permit number: Etetxtic Q Gas: . LP Natural _,,,central utility r?4/' 2 O Oil (/ o OthaSpecify — MRCHAMCAL EQUIPMSNI'TO U 94STALLED rNt'ATIM OF WORK Heft Space _RersadiCerami ._Floor �� Residentid Air ConditiWk Room Cenliml ✓� Dud System: Material Thickness 0 Commercial Maximum capacity Z Ot7D 'c fm 0 Refrigeration Now Building O Cooling Tower.Capacity Rara O Existing Building o Fire Sprinklers:Number of Heads O Elevator. Mani$ FAXIS of (Number) 0 RepTatement of Existing System ti O Gasoae Pumps (Number) o Tanks (Number) New Imstalletion 0 LPG Containers (Number) (No system previously itutalled) O Unfired Pressure Vessel O Extension or Add-on to Existing Sym= 0 Boilers O Gas Piping D Other-Specify O Otbcr—Specify LIST ALL S XMMQW ,-- AIR UW40MONING.REMGgRATIGN ZQUU M %T&CONDEMOB'S Approving Nuaka Units vagi nion Model 0 h4voubahner Ton's Agency / (,oma zic J P.2ayZ ZZA00F 3, S A L v� 7-0 HrATDVC—FtMNACJM 80aXU5.FIREPLACES di Ala HANDLP.RI Approving NURAp LWO Deaa*dit Model d me ulbcaaee BTU's Agency Oc res H:: W=iW Ggaciky Typo Uquid Said Approving Hvw M dt D}mauioas Contained Msmdutwer No. v NO Seasiaole Road a Atlantic Beacb,Florida 32233-5445 Phone:(904)247 5800• Fag: (904)247-5845• httn://www.cLatbntic-beacb.B.0 Revised 1/04 CITY OF ATLANTIC BEACH S 800 SEMINOLE ROAD -� ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029420 Date 2/23/05 Property Address . . . . . . 780 PARADISE LN Tenant nbr, name . . . . . . NEW SFR 1527RAD/2770SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 248874 Owner Contractor ------------------------ ------------ ------------ BESTCON OF JACKSONVILLE INC BESTCON, INC. 4400 MARSH LANDING BOULEVARD 4400 MARSH LANDING BLVD SUITE 6 SUITE 6 PONTE VEDRA BCH FL 32082 PONTE VEDRA BCH FL 32082 (904) 246-3747 (904) 246-3747 ------------------------------------------------------- ------- ------- ------- Permit . . . . . . PLUMBING PERMIT Additional desc INSTALL 16 FIXTURES Sub Contractor DON. HARRIS PLUMBING Permit Fee . . . . 147 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due --------------- -- -------- -- ---------- ------- --- ---------- Permit Fee Total 147 . 00 147 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 147 . 00 147 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. IF X BUILDING OFFICIAL CITY OF ATLANTIC BEACH r xl APPLICATION FOR PLUMBING PERMIT .� 800 Seminole Road Atlantic Beach,Florida 32233 `V (904)247-5800 Job Location. � �! (.,�W�. • Owner of Pro ert :�\�� Bleph ne. P Y 0100 Plumbing Contractor: A 1 (A Contractor Address:'` Y \ MM State License Numbe : Telephone: How many of the following fixtures: New or ❑ Re-Piped SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS ( DISHWASHERS URINALS DISPOSALS CLOSETS ( 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 + $35.00 = Signature of Owner: Signature of Contractor: Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Call a day ahead to schedule inspections: (904) 247-5826 c r 3 . 'A.. A.D. ,S Eq S R VE c ti (PORAMUr OUr rON fi0AP1C'NVJU'f ROAD) Q n c. DUTTON ISLAND D}iIV'Z (66' 19/W) c U c a'RAd1 "A•r TXAdr "a" p0lNT afi-BEGl1VN1MG r -� 1 STREET NAMESr f4©� 6 AND ADDRESSES 1 APPROVED BY: g PARADISR CIACXZ FCR .- CITY OF �� 10 W. � � "� ATLANTIC BEACH 17 q Tswar p } 1$ t2 11 f D 9 IR pG To, JAKI *'•. i r Sir•o.. U ......,, ,��/ ,. �...,,,,,,�• •,,,,,,,� scrum, eAr +� . X33 ga 27 2 X5 Z4 AW ` 655 G 6 PARADISE 1."JP DATE: 1-27-2004 SCALE: 1" - 150' R p 0 - 00 wM` a 40 411 42 43 , 44 6 46 47 r PAGE 1 Date: 10/14/2004 MANNING BUILDING SUPPLY LOG # : D1011F TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JOHN FERGUSON Pitch: /12 Customer: BESTCON HOMES Job Name: PINE KEY Address : 1484 LOURAL WAY Address : LOT 44 PARADISE PRESERVE ATLANTIC BEACH 32233 Designer: LR ' --- ----- - - - -- -- --- - - --- - - -- - - - ---- --- -- --- - - -- --- -- ----- - - --- -- ---- ------ ---- Left I Right Qtyj Span I O.H. I O.H. I Description ------ -- - - --- - - - -- - - ---- --- - - - ----- -- -- - -- - - -- --- -- ----- - - --- - - --- - ---------- 13 15'7"8 0 ' 101 In 511'10"1 10 ' 10' JF2 291611 10' 10' JF3 112' � 0' � 0' JF4 412' 10 ' 10 ' JF5 28 '81-8 10' 10' JF6 1 9'6" � 0' � 0' IKW1 I • ** Beams ** ' 2 1 16 1 1 I BM2 GPLAM 16" 214 I I JBM3 GPLAM 16" 2114 BM4 GPLAM 1611 ** Hardware Floor ** 211 ITHA422 SY42 Hanger 11W I I IHGUS412 2-ply GPLam Hanger -------- - - --- - ---- -- -- -- --- -- - ------- - - ---- - -- ---------- - - --- ----------- ----- 28 - Trusses 3 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks 6 - # of Beams 0 - # of Rim Board ---- ---- ------ ---- --- 28 - Total Trusses MANNING BUILDING SUPPLY Larry Ruckel 13 Oct 2004 3:49 pm 11155 Philips Prky Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version: 4.0 Build: 4.0.0.6 Project : D1011.FBD BESTCON HOMES PINE KEY Mark# : BM2 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 565 psi L 3.5", 565 psi 15'9" LOADS Project Design Loads:FloorLive=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 Carded(psf) 55 40 100% 0 010. 15'9" 2'0"s.c.- 2 Uniform(plf) 125 0 100% 0 0'0" 15-9" 3 Uniform(plf) 200 143 125% 0 010" 15'9" Uniform(plf) 15 0 0 0 15'9" Self Weight *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 3107 3107 Min R'n 1667 1667 DL R'n 1667 1667 Min Brg(in.) 1.57 1.57 (Based on bearing stress below] Brg Str(psi) 565 565 DESIGN !11' Value Span X Group Allow LDF Ratio V(lbs) 2524 1 14'3" 71 13300 125% 0.19 M(ft-lbs) 12235 1 7'10" 71 44445 125% 0.28 LtRn(lbs) 3107 0 0.0. 71 6921 100% 0.45 See Note#5 pm RtRn(lbs) 3107 0 15'9" 71 6921 100% 0.45 See Note#5 LLDefl(in.) 0.11 1 7'10" 71 0.52 U1655 TLDefl(in.) 0.25 1 7'10" 71 0.79 U767 USE. GPLAM 2.0E 1.75x16.00"2 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 Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product lip application. 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 applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from altemate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP change to expanded printout. MANNING BUILDING SUPPLY Larry Ruckel 13 Oct 2004 3:53 pm 11155 Philips Prky Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version:4.0 Build:4.0.0.6 Project : D1011.FBD BESTCON HOMES PINE KEY Mark# : BM3 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L1240 Composite Action : No 3.5", 565 psi 3.5", 750 psi 4'0" _ LOADS Project Design Loads:Floor:Live=40 psf,Dead=15 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0101. 4'0" 8'9"S.C.- Uniform(plf) 15 0 0 0 4-0- Self Weight *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 511 511 Min R'n 161 161 DL R'n 161 161 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 750 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 133 1 0-2" 21 10640 100% 0.01 M(ft-lbs) 511 1 2-0" 21 35556 100% 0.01 LtRn(lbs) 511 0 0'0" 21 6921 100% 0.07 See Note#5 RtRn(lbs) 511 0 4-0- 21 9188 100% 0.06 See Note#5 LLDefl(in.) 0.00 1 2-0- 21 0.13 043304 TLDefI(in.) 0.00 1 2-0- 21 0.20 029651 USE: GPLAM 2.0E 1.75x16.00"2 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. Z.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 Engineered Lumber Technical Services. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 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 applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP change to expanded printout. s MANNING BUILDING SUPPLY Larry Rucke/ 13 Oct 2004 3:58 pm 11155 Philips Prky Dr E , Jacksonville, FL. 32256- (904)268-8225 PR FASTBeam@ Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version: 4.0 Build: 4.0.0.6 F• Project : D1011.FBD BESTCON HOMES PINE KEY Mark# : BM4 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 5.5", 565 psi 5.5", 565 psi PIP 113'811 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 Concentrated(lbs) 511 350 100% 0 4'10" 2 Span Carried(psf) 55 40 100% 0 4-8" 13-8" 2'0"s.c.- 3 Partial(plf) 80 0 100% 0 4-8- 13'8" 4 Span Canied(psf) 42 30 125% 0 4-8- 13'8" 15'9"s.c.(Slope:6.0112) - 5 Concentrated(lbs) 3277 2475 100% 0 4'10" 6 Span Carried(psf) 42 30 125% 0 4'8' 13-8" 19'6"s.c.- Uniform(plf) 15 0 0 0 13'8" Self Weight *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) Max R'n 5177 6795 Min R'n 1668 2367 DL R'n 1668 2367 1! Min Brg(in.) 2.62 3.44 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio P" V(lbs) 5465 1 13'5" 71 13300 125% 0.41 M(ft-lbs) 25593 1 6-0- 71 44445 125% 0.58 LtRn(lbs) 5177 0 0101. 71 10876 100% 0.48 See Note#5 RtRn(lbs) 6795 0 13'8" 71 10876 100% 0.62 See Note#5 LLDefl(in.) 0.26 1 6'10" 71 0.46 U627 TLDefl(in.) 0.39 1 6'10" 71 0.68 U420 USE: GPLAM 2.0E 1.75x16.00"2 Plies Grade, Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material,support material capacity shall be verified(by others). 7. When required by the building code,a registered design professional or building official should verify the input loads and product application. 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 applied at top or equally from both sides. 10.Nail plies together with 16d nails @ 12'o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. } 11. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP change to expanded printout. PRODUCTS HARDWARE SCHEDULE 6/9/04 2004 REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES A HUS26 51 2565 3205 1550 (14)16d (6)16d TRUSS B HUS28 51 3585 3775 2000 (22)16d (8)16d TRUSS C HGUS28-2 105 6805 1 7925 3220 (36)16d (12)16d TRUSS 2 Ply Truss D HGUS28-3 105 6805 7925 3220 36)16d (12)16d TRUSS 3 Ply Truss E SUUR 26 67 800 1000 765 (6)16d (6)10dx1.5 TRUSS Skewed 45' F SUUR 210 67 1330 1660 1250 (10)16d (10)10dx1.5 TRUSS Skewed 45' G LSSU210 64 1110 1390 875 (10)10d (7)1 0dx1.5 TRUSS Sloped-varies G LSSU210 64 995 1205 785 9)10d (7)10dx1.5 TRUSS Skewed-varies H ITHJA26 112 2680 3265 960 (20)16d (6)HJ(4)EJ 10dx1.5 TRUSS Hip Jack&End Jack I ITHA422 Min 66 1635 1635 - (2)16d Top 6)16d SYS 42 I ITHA422 Max 66 3630 4145 1550 (22)16d (6)16d SYS 42 J THAC422 Min 66 1635 1635 - (2 16d To (6)16d SYS 42 Inverted Flange J THAC422 Max 66 3630 4145 1550 22)16d 6)16d SYS 42 Inverted Flange K THA422 UR Min 66 1090 1090 - (6)1 Od (3)1 0dx1.5 SYS 42 Skewed 45' K THA422 UR Max 66 1416 1675 310 (16)1 Od (3)1 0dx1.5 SYS 42 Skewed 45' K ITHA422 UR Max 66 1210 1210 1 (2)10d To (4)10d SYS 42 Skewed 45' 9-1 ZTL L SUUR 410 67 1860 2330 1275 (14)16d 6)16d SYS 42 Skewed 45' M LSSU410 64 2430 3035 1150 (18)16d (12)10dx1.5 SYS 42 Sloped-varies M LSSU410 64 1625 1625 1150 (14)16d (112)1 0dx1.5 SYS 42 Skewed-varies N IUT312 73 1110 1390 255 (10)10d (2)1 0dx1.5 I-JOIST Face Mount 2.5" O HU312-2 74 2145 2680 1085 (16)16d (6)1 Od [-JOIST_ 2 Ply Face Mount P IIUT412 74 1110 1390 255 (10)10d 2 10dx1.5 I-JOIST Face Mount 3.5" Q MIT316 86 2400 - - (6)16d (2)1 0dx:1.5 I-JOIST Top Mount 2.5" R SUUR 310 67 1860 2330 765 (14)16d 6 10dx1.5 I-JOIST Skewed 45' S SUUR 314 67 2395 2500 1150 18 16 (8)1 0dx1.5 I-JOIST Skewed 45' T LSSUH310 64 2295 2295 1150 18 16d 12 10dx1.5 I-JOIST Sloped-varies T LSSUH310 64 1600 1600 1150 (14)16d (12)10dx1.5 I-JOIST Skewed-varies U HU11 Min 75 2950 3685 865 (22)16d (6)1 0dx1.5 1 PLY LVL Min. Load !O► U HU11 Max 75 4020 4405 1440 (30)16d 1010dx1.5 1 PLY LVL Max. Load V HGUS48 75 6805 7925 3220 (36)16d (12)16d 2 PLY LVL W HGUS412 751 9155 9155 4055 (56)16d (20)16d 2 PLY LVL X HGUS412 L 75+1611 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Lf X HGUS412 R 75+1611 5035 5035 1 2028 (56)1 d 20)16d 2 PLY LVL Skewed 45' Rt Y HUC412 Min 75+161 2145 2680 1085 16 16d (6)1 Od 2 PLY LVL Inverted Flange Y HUC412 Max 75+161 2950 3685 1810 (22)16d (10)10d 2 PLY LVL Inverted Flange Z HGUS5.50/12 76 9155 9155 4055 _122)12d 20)16d 3 PLY LVL ZZ HGUS7.25/12 76 9835 9835 4055 (56)16d (20)16d 4 PLY LVL UL1 H16S 138 - - 1470 (10)10d x 1.5 (2)1 0dx1.5 Tie Down Short UL2 H16 138 - - 1470 10)10d x 1.5 (2)1 0dx:1.5 Tie Down Lon UL3 H16-2 138 - - 1470 10)10d x 1.5 2)10dx1.5 Tie Down 2 Ply Truss so UL4 IMTS12 139 - - 1000 7)10dx1.5 7 10dx1.5 Tie Down Twist Strap 12" UL5 HTS20 139 - - 1450 12)10dx1.5 12 10dx1.5 Tie Down Twist Strap 20" UL6 MSTA36 131 - - 2050 (13)1 Od (13)1 Od Tie Down Flat Strap 36" UL7 MGT 126+141 - - 3965 Threaded Rod or (22)1 Od Tie Down or Add UL8 UL8 PHD5 26 - - - 14 SDS1/4x3 Add UL7 Tie Down Add UL7 UL8 PHD5 26 - - 4685 Threaded Rod Tie Down TSB2-24 120 Truss spacer 4)10dx1.5 Brace t. R "" { 9�^" 4, k IW s pop op a% d�R 39'11•'8 { 19.0 8— —•{ KW1 F2 F1 F3 +f F4 1. DO NOT CUT OR ALTER TRUSSES, UNLESS n — — — — — 5APPROVED BY TRUSS OFFICE N m L2 ,;.m (D 2. VERIFY ALL SPANS RND AMOUNTS, R5 TRUSSES WILL BE BUILT IN STRICT o ACCORDANCE WITH THIS LRYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED E; FG IN WRITING BY TRUSS PLANT MANAGER m I;, BM4 _ 4. APPROVED BY m APPROVAL DATE: DEL. DATE �I PD I� a ii�; ***.•*** ATTENTION ****•*** j BUILDER IS RESPONSIBLE TO ]NFORM ALL 9-4-2 WALL l� SUBCONTRACTORS AND FRAMERS NOT TO CUT, DRILL OR NOTCH SYS42 TRUSSES OR BERMS. BULDER WILL BE RESPONSIBLE FOR REPAIRS, REPLACEMENT COSTS &/OR ENGINEERING FEES. 45*l 1"g � 7' —�•i---12'0"8---i 65' ® B-1-2 WALL JOB:D1O11 BESTCON HOMES MANNING BLDG . SUPPLIES ® 9-1-2 WALL LOC=LOT 44 PRRRDISE PRESERVE 11155 PHILLIPS PKWRY PH# 268-6225 PLRN:PINE KEY JAX. FLA. 32256 O 9-4-2 WALL DESIGNER: LRRRY RUCKEL �6• 39'11"8 +- - 19'0"8---� KW1 F2 4 5�4 F 1 F 3 lljFF-- - — F4 1. DO NOT CUT OR ALTER TRUSSES, UNLESS 5 CO APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND RMOUNTS, AS m m TRUSSES WILL BE BUILT IN STRICT 0 ACCORDANCE WITH THIS LRYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED m'' FG IN WRITING BY TRUSS PLANT MANRGER �y m'I BM4 4. APPROVED BY n APPROVAL DATE: ch DEL. DATE m iil � �i •aaaaaaa RTTEN11ON aaaaaaaa �p BUILDER 7S RESPONSIBLE 70 INFORM ALL SUBCONTRACTORS AND FRAMERS NOT TO CUT, 9-4-2 WALL —JI DRILL OR NOTCH SYS42 TRUSSES OR BERMS. BUILDER WILL BE RESPONSIBLE FOR REPAIRS, REPLACEMENT COSTS &/OR ENGINEERING FEES. 45'11-8 1_ 7' ---�----12'0"8---I _I 65' ® B-1-2 WALL JOB:D1011 BESTCSN HOMES MANNING BLDG . SUPPLIES ® 4-1-2 WALL LOC=LOT 44 PRRRDISE PRESERVE 11155 PHILLIPS PKWAY PH# 268-8225 PLRN=PINE KEY JAX. FLR. 32256 9-4-2 WALL DESIGNER: LRRRY RUCKEL f.-6 39'11"8 KW1 F2 44 F 1 F 3 -fF- F4 DO NOT CUT OR ALTER TRUSSES, UNLESS s APPROVED BY TRUSS OFFICE n m 2. VERIFY ALL SPANS AND AMOUNTS, AS m ro TRUSSES WILL BE BUILT IN STRICT o ACCORDANCE WITH THIS LAYOUT 3. NO BRCKCHRRGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER LL JL-L m!r. BM4 4. APPROVED BY in ro APPROVAL DATE: DEL. DATE � I m q; W ■•_+■•.■ ATTENTION •.+.+*}. �! BUILDER IS RESPDNSIBLE TO INFORM ALL 9-4-2 WALL SUBCONTRACTORS AND FRAMERS NOT TO CUT, DRILL OR NOTCH SvS42 TRUSSES OR BERMS. BUILDER WILL BE RESPONSIBLE FOR REPAIRS, REPLACEMENT COSTS &/OR ENGINEERING FEES. 145'11"8 L 7' ---�---12'0"8--{ 65' i ® 8-1-2 WALL JOB:D1Ol l BESTCON HOMES MANNING BLDG . SUPPLIES ® 9-1-2 WRLL LOC=LOT 44 PRRRDISE PRESERVE 11155 PHILLIPS PKWRY PH# 268-6225 PLRN:PINE KEY JRX. FLA. 32256 9-4-2 WALL DESIGNER: LRRRY RUCKEL Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Page 1 of 1 Document ID:1SH5151-ZI213170251 Truss Fabricator: Manning Building Supply Job Identification: D1011F-PINE KEY -- LOT 44 PARADISE PRESERVE Truss Count: 7 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995(STD) Engineering Software: Alpine Software,Version 7.04.0805.15. Structural Engineer of Record: Address: Minimum Design Loads: Roof - N/A Floor - 55.0 PSF @ 1.00 Duration Wind - No Wind Notes: Seal D e: 10/13/2004 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 Arthur R.Fisher Florida License Number:59687 2. The seal date shown on the individual truss component drawings must 1950 Marley Drive match the seal date on this index sheet. Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 No Standard Details 1:Ref Description Drawjfngj Date "" 1` 97397--FI 04287651 J0/13/04; 2 973987-F2 042876541.-10/13/04 3 97399--F3 04287655 10/13/04' 97400--F4 04287656 10/13/04i 5 97401--F5 04287657 10/13/04 6 97402--F6 04287659 10113/04 7 97403--KW1 04287660 10/13104 I® 1111111111111111111111111 mill THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MER. (D1011F-PINE KEY -- LOT 44 PARADISE PRESERVE - F1) Top chord 42 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 42 SP #1 Dense Webs 42 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 0.29 15.42 Truss must be installed as shown with top chord up. 4-11-1 24" 8-8-7 ') 15�Typ 1 1.5X4(R) 3X5= 1.5X4(R) = 3X5= 3X3= 3X3=1.5X4111 3X3= 3X5= 3X5= 1-0-8f:Z7S 1-0-8 1�0 +9-1-2 J_ 3X6= 3X5= 3X3= 3X3= 3X3= 3X6= 2X4111 1.5X4111 2X4111 15-7-8 Over 2 Supports =j R=847 W=3" R=847 W=3" .. it PLT TYP. Wave TPI Desian Crit: TPI-1995 STD 7.04 10' ,� 113 FL 3 R - Scale =.375" Ft. **WARNING"* TRUSSES NEOVIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. EC :�� •� ,. T C L L 40.0 P S F R E F R151-- 97397 REFER TO SCSI 1O3 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PL AtE INSTITUTE. 587 U'OXOFR IO OR.. SUITE 200, MADISON, NI 53719) ANO HT CA (HOOD TRUSS COUNCIL 0. AMERICA. 6300 ENTERPRISE LN. �. 0 69617 MO PICNORDNSNALLTHAVEO PR OPE RLY ATTAC HEDSSTR UCTUR ALPPANEER lS1ANONG T8 OT TOMO CHORONSHALLNHAYE ATPR PROPERSE U.ILY ATTACHED C • ,y ; T C D L 10.0 P S F DATE 10/13/04 RIGID CEILING. ! 7[ BC DL 5.0 PSF DRW HCUSR151 04287651 '*IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r OF '•� ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD INE BC LL 0.0 P S F HC-ENG RB/AF IN USS IN CONFORMANCE HI TH TPI: OR FABRICATING. HAN OL ING. SHIPPING. INSTALLING 8 BRACING OF TRUSSES. OR1D�.•�*� DESIGN CONFORMS NI T 11 APPLICABLE PROYISIOXI Of NDS (NATIONAL DESIGX SPEC. BY AI.PA) AND TPS. ALPINE CONNECTOR PLA IES ARE WADE OF 2O/18/16GA (N,H/S/K) ASTM A653 GRADE 40/60 (N, K/H,S) GAL V. STEEL. APPLY .......... .... • TOT.L D. 55.0 P S F S E O N 48968 PLATES 70 EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS 0FSIGN. POSITION PER DRAM NGS 16OA-Z. •• '•• - X A3 OF EC- NAL Ipine Engineered Products, nc. DRAWINGANY PECTINDICATES PLATES ACCEPTANCEOOFDPROFESSIONALSHALL FNGINEE".GERESPON5IBILITY00SOLELY3FOR THE TRUSSSEAL COMPONENT ' T`� ,, D U R.FAC. 1.00 F ROM LR 1950��MuuarleyDnveq4�� DESIGN SHOWN. THE SUITABILITY AND USE OF TH15 COMPONENT FDR ANY BUILDING IS THE RESPONSIBILITY Of THE Oct" ,�,,V4{ , L Tr 7 "eHaineGV: Wtlonzaid ,j:: BU1� SIGNER /TPI l ,., ACIP , 24. 15 _Z1g^. -o,.. THIS UWG PRE PAR LU FHUM (,UMPUIER INPU I (LUAUS 6 UIMENSIONS) SUBMIIIEU BY IRUSS MER. (D1011F-PINE KEY - LOT 44 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 #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 L1240 total load. BC 120 0.29 11.63 Truss must be installed as shown with top chord up. 4-11-1 24" 4-11-0 115" Typ. 3X5= 1.5X4(R) 1.5X4(R) = 3X3= 3X3= 3X3= 3X3= 3X5= 1-0-8 1 0 8 14-0 +9-1-2 3X5= 3X3= 1.5X4111 3X5= T 2 X 4 III 2X4111 1.5X4111 3X3= 11-10-1 Over 2 Supports 1 R=638 W=3" R=638 W=5" ♦-{111!l�iC,� .♦ SVR it Irja N, PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04-;0 Z1F1C •'s Y' FL 3 R - Scale =.375" Ft. —WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. 'r TC LL 40.0 P S F R E F R 1 5 1 9739 8 REFER i0 BCSI I-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 • • D'ONO FRIU DR.. SUITE 200. MADISON,415"71') N1 5J 719) AND NTCA (X000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE lN. * Q,69887 * �� MADISON, NI 53719) FOR SAFETY PRACTICES PRIOR TO PE RFORNING THESE FUNCTIONS. UNLESS OTHEPNISE INDICATED. E '+�T C D L 10.0 P S F DATE 10/13/04 TOP CHORD SHALL HAVE PROPERLY ATT AC HEO STRUCTURAL PANELS ANTI BOTTOM CHORD SHALL HAVE A PROPERLY AT TACNED RIGID CEILING. I **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED = BTA [OF BC DL 5.0 PSF DRW NCUSR151 04287654 ALPINE PRDUUf.IS. IXC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUT ED THE O R On IDP...i• BC LL 0.0 P S F HC-ENG RB/AF TRUSS IN "W'IORMANCE NI1N TPI: OR FABRICATING, HANpLING, SHIPPING. INSTALLING 6 BP ACING OF TRUSSES. R DESIGN CONFORMS WITO APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AF6PA) AND TPI. ALPINE •""��•• CONNECTOR PLATES ARE MADE OF 20/I8/16GA (N.H/S/K) ASTM A653 GRADE 40/60 (N, K/H.S) GALY. STEEL. APPLY •• `' TOT.L D. 55.0 P S F S E Q N 48971 PLAIES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PEP DRAWL NOS t60A-I- �� 71ppine En ineered Products, nC. ANY INSPECTION Of PLAS FOIL OWED BY (I) SHALL BE PER ANNEXA3 DF 1P11-2(102 SEC.3. A SEAL ON THIS g DRAWING IND IC ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPO NS IB111TY SOLELY FOR THE TRUSS COMPONENT S f'a 1 1+ ♦ OUR.FAC. 1 0 0 F R 0 M LR 1950 Marley Dnve DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE _ ` Haine cr. 338 BUI " ""SIGNER /TPI I DCt D414f ^ :..,W ,.,.,. .- ., 4C 24. " .._,: 15�� --Z it,,' �Ttifica - ,"aoriza i - ., , [HIS UWG PREPARED FRUM CUMPUIER INPUI (LUAUS 6 UIMLNSIUNS) SUHM11ILL) BY IHUSJ MFH. (D1011F-PINE KEY -- LOT 44 PARADISE PRESERVE - F3) Top chord 4x2 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 4x2 SP #3 BC 108 0.25 9.21 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 15" Typ. 3X3= 1.5X4(R) 1.5X4(R) = 3X3= 3X3= 3X3= 3X5= 1 0-8 1-0-8 1�0 +9-1-2 P31 = 3X3= 3X3= 2X4111 3X8= ----9-6-0 Over 2 Supports '1 R=508 W=3.5" R=512 W=3.5" {1{1{17C ry PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.0 .':0 IF •••. Y's. FL 3 R - Scale =.375" Ft. •*WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. -CE : ` �•� ] T C L L 40.0 P S F R E F R151-- 97399 REFER TO BCS( 1-03 LOUT TO NG COMPONENT SAFETY INFORMATION), PUBLISHED 8Y TPI (TRUSS PLATE INSTITUTE. 583 D'ON OFRID OR., SUI1E 200. MADISON. NI 537197 AND MICA (MOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN, : o.696x7 j MADISON, NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICAT11. y-i T C D L 10.0 P S F DATE 10/13/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY AT7ACHE0 % RIGID CEILING. BC DL 5.0 PSF DRW HCUSR151 04287655 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 0� PRODUCTS. INC. SHALL N%BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE TO BUILD THE BC LL 0.0 P S F HC-ENG RB/AF ALPINE IRU55 IN CONiORNANCE WITH TPI; OR FABRICATING. HAN ING, SNIPPING. INSTALLING 8 8R ACING Of TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF6PA) AND TP7. ALPINE •��• �� TOT.L D 5 5.0 P S F SEA N 48974 CONNECTOR PLATES ARE MADE OF 2 0/18/1 6 GA (M,H/S/R) ASTM A653 GRADE 40/60 (N. N/H,S) GALV. STEEL. APPLY �� ••• PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSH ION PER DR AW ILGS I6OA-2.ANY 7EnP DRAWING INDICA7E5 UF PACE,EPTANCE00FOPROFFSSTONALLENGINEERIBE XGERE5PON510ILiiY0050LrLY3FOR THE TRUSSACOOL N X11 T ` DUR.FAC 1.00 FROM LR sneered Products, nc. 19 0 Marley Drive DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT iOR AHY BUILDING IS INE RESPONSIBILITY OF THE Haine 338 ❑u m.a>. SIGNERIL .e..-,.1/TPI IE.,. .,;, � � � Oct C' X04 ,. – – — hY eru'v sdrhonzat .... x'11.- _ A C I 2 4. 1 IMIS UWG PREPARED HRUM CUMPUILN INPU I (LUAUS b I)IMLNSION S) SUBMIIIED I3Y IRUSS MER. (D1011F-PINE KEY -- LOT 44 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 #1 Dense Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) SPECIAL LOADS BC 120 0.25 12.00 --(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 100 PLF at 0.13 to 100 PLF at 11.87 Truss must be installed as shown with top chord up. BC From 10 PLF at 0.00 to 10 PLF at 12.00 TC 497 LB Conc. Load at 11.87 BC 140 LB Conc. Load at 10.42 15�"_Typ., = 1.5X4(R) 3 X 3 1.5X4(R) - 3X3= 3X3= 3X3= 3X8= 3X3= - -NAT 0 8 1-0-8 1�0 � �9-1-2 � Z= 3X3= 3X3= 3X3= 3X3= 2X4111 2X4111 3X8= 1 - 2-6-0--3;lj -- 12-0-0 Over 2 Supports =1 I R=416 W=3.5" R=1609 W=3.5" ,`-�{1111•,J�+�rya .��uR .r "NN... 'y GTd""1 FL 3 R - Scale =.375" Ft. PLT TYP. Wave TPI Desian Crit: TPI-1995 STD 7. .. 5' Fl -WARNING-TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. .(-. : � 0.. T C L L 40.0 P S F R E F R151-- 97400 REFER TO BCST I OJ (BUILDING COMPONENT SAFETY INFORMATION), PURL ISHED BY TPI (TRUSS PLATE INSTITUTE. 583 r vyD'ONOFR HE DR.. SUITE 200, HAD ISDN, NI 53719) ANO NTCA (X000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN k' MnO 150X. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCil0N5. UNLESS OTHERNISE INDICATED! j O.a9ee7 T C D L 1 0.0 P S F DATE 10/13/04 TOP CH0R0 SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED( •y • RIGID CEILING. 1 7A OF �. BC DL 5.0 PSF DRW HCUSR151 04287656 **IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED' 4 ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 BUILD THE /p'• B C ILL 0.0 P S F HC-ENG RB/AF IRUSS IN CONFORMANCE WITH IPI: OR FABRICATING. HANDL IMG. SHIPPING. INSTALLING b BRACING OF TRUSSf S. I- �1,�••� DF SIGN CONFORMS RIC APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFbP A) AND 7PI. ALPINE R CONNECTOR PLAIES ARE MADE Of 2O/18/16GA (W.H/S/K) A51M A653 GRADE 40/60 (W, K/H.S) DALY. 57 EEL. APPLY �•• �` TOT.L D. 55.0 P S F S E 0 N 48978 P1.ATES TO,ACR FACE OF TRUSS ANO. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA Z. �� •• ,� (pine Engineered Products, nc. DRAWINGPINDICATES PLATES ACCEPTANCE00F0PR0FESSI0NALLENGINEERINGIE PER EHESP0N5IBILITY0050LELT3fOR THE TRUSSACOMPONENT , , D U R.FAC. 1.00 FROM L R 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY Of THE ' , Raine 338 BUI --,--SIGNER ""/TPI I Oct ° '04 s ""..4C I 24 �" Y 'fi tea-�.��:aonzati - ;: �»�,.:_�m. Oct �:� M. ..,.. �...... - IHI�, UWG PHI,VAR EU FRUM LUMHUILR INYUI (LUAU) A UIMLNSIUNJ) JUUMIIIEU UY IRUJs MFH. (D1011F-PINE KEY -- LOT 44 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 This truss spaced @ 24.0" OC supports additional concentrated load at right end from 9.09' stud wall (13.75 PSF) supporting IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 2-6-0 roof spans with 1-4-0 overhang. Roof load: 30.00 psf LL and CHORD SPACING(IN OC) START(FT) END(FT) 12.00 psf DL. BC 100 0.13 11.87 Truss must be installed as shown with top chord up. 115�Typ 1.5X4(R) 3X3= 1.5X4(R) = 3X3= 3X3= 3X3= 3X8= 3X3= T 1-0-8 1 0-8 1 4-0 9-1-2 3X3= 3X3= 3X3= 3X3= 2X4111 2X4111 3X8= 1 - 2-6-0-->j �--- 12-0-0 Over 2 Supports =j R=416 W=3.5" R=1452 W=3.5" ,.`�` 'R R. *7A"�,, �� . y ,° N .r H•U•• G .i PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04. "•.` 4 FL 3 R - Scale =.375" Ft. —WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. j � � J►% � T C L L 40.0 0 P S F R E F R 15 1 97401 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 . _ O'ONOFNIO UP.. SUITE 200, MADISON. NI 57719) AND WTCA (W00D TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN,E • : �I C MADISON, NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS- UNLESS OTHERWISE INOICATED,� j 0��gQ eT •• �. T C D L 10.0 P S F DATE 10/13/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED y RIGID CEILING. ! 7( • :1 BC DL 5.0 PSF DRW HCUSR151 04287657 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 'r C OF PNODUCiS. INC- SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE . • BC LL 0.0 P S F HC-ENG RB/AF ALPINE IRU 55 IN CONFORMANCE NIT"TPI: ON FABRICATING, HANDLING, SHIPPING. INSTALLING A BRACING Of TRUSSES. ..6••�� DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN SPEC. BY AFAPA) ANO TPI. ALPINE VV•• CONNECTOR PLATES ARE MADE OF 20/18116GA (W.H/S/K) ASTM A653 GRADE ND/60 (W. K/H.S) GALV. STEEL.L 0 APPLY ••• TOT.L D. 55.0 P S F S E O N 48981 PLATES ANY INSTO EACH FACE OF TLATE SRUSS AND. UNLESS OTHER MI SE LOCATED ON TH15 OE SI GN, POSITION PEP DRAWINGS 160A-Z. " ••• ,� T HIS (pine Engineered Products, nc. DRAWING INDICATES OF PACCEPTANCEFOLLOOFOPROFESSIONAI.LENGINEERINGRE R ERESPONSIBILITYX AT OF OOSOL ELY3FOR THE TRUSSACOMPONENT , , `+�` D U R.FAC. 1.0 0 FROM L R 1950 Marley Dove DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE /IL 0 Hain `- 338 Rui sIGNER /TPI 1 DC �� r' z. nom.;.,- &--- .- t., _ „a oz. �k`..,. - _ t-. ,_ 4 C I N �...:2 4. . ifi a ,,;1IonzatL µa_ .. ..,<„ I111J Uw. 1—-- 1—'. ........�„ (D1011F-PINE KEY -- LOT 44 PARADISE PRESERVE - F6) lop chord 4x2 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 4x2 SP #3 BC 99 0.13 8.33 Deflection meets L/360 live and L/240 total load. 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. 15" Typ I- 1 3X5= 3X3= 3X3= 3X3= 1.5X4(R) T 1.5X4111 -T- 1-4-0 1 0-8 9-1-2 2X4111 3X3= 3X3= 3X3= 3X5= -- .8-8-8 Over 2 Supports R=479 R=466 W=3.5" .` SVR R.AL rr "�••«IC�.�'y 1Y:'�2 PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 5' FL - 3 - R - Scale 7.Of. **MANNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING.PPING. INSTALLING AND SPACING. 'E i ' TC LL 40.0 P S F REF R151-- 97402 REFER TO BCS[ 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED RV TPI (TRUSS PLATE INSTITUTE. 583 E• 4 D'ONOFRIO DN.. SUITE 200. MADISON. NI 53719) AND NT CA (HOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE IN,V o.59687 • ' T C D L 10.0 P S F DATE 10/13/04 MADISON. WE 53719) fOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OT IIERWISE INDICATED,, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED • +k J RIGID[FILING. 1 OF ? BC DL 5.0 PSF DRW HCUSR151 04287659 •IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� O1r ALPINE *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FON ANY DEVIATION FROM THIS DESIGN; ANV FAILUNE TO BUILD THE /��aQ'•� B C L L 0.0 P S F H C-ENG RB/AF IR USS IN'ON MANCE HI IN TPI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING 6 BRACING OF TRUSSES. R DESIGN CONFORMS WITH ATE ICABLE PN OVISIONS OF HOS (NATIONAL DESIGN SPEC. BY Af6PA) AND TPI. ALPINE .. CONNECT OR PLATES ARE MADE OF 10/18/16 GA (W,H/5/K) ASTM A653 GRADE 40/60 (W, KI .5 GALV. SIE EL. APPLY �� •• •• ` TOT.L D. 55.0 P S F S E Q N 48984 PLATES TO EACH FACE OF TRUSS AND. UNLESS IT IS F LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-7. 1pineEngineeredProducts, nC. DRAWINGANY PINDICATES PLATESCIION OF FOLLOWED ROFESSIOXAI ENGINEERIXGBy (1) SHALL BE PER ANNERESPDXSIBILI7YOOSOLELY3FOR THE TNUSSACOMPONENI • ��+"'1,`, DUR.FAC. 1.00 FROM LR 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE�`A, Hain L 338 Bu ESIGNE I/TPI ��yy { ' �"'1�..:.:,e ifi 'tFihori 'W`"'�' ;,, ,,. ■k4� r, :: OC �4 .. An. u 2 .1i ,.r.--`�.. ... _, <- (D1011FPINE KEY LOT 44 PARADISE PRESERVE KW1) IHI�- UWU HHtYAKLU EI(UM LUMYUItH INPU I (LUAU) b UIMtNV IUN�,) �UUMI IItU UI IHUJJ MVH. Top chord 4x2 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 42 SP #3 BC 108 0.13 9.12 SPECIAL LOADS Deflection meets L/360 live and L/240 total load. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 225 PLF at 0.13 to 225 PLF at 9.37 Truss must be installed as shown with top chord up. BC From 10 PLF at 0.00 to 10 PLF at 9.50 Sheathing is required for any longitudinal (drag) forces. All connections to be designed by the building designer. 3X3= 1.5X4(R) = 1.5X4(R) 1 0-8 1T 1-0-8 0 +9-1-2 2X4111 3X3= 2X4111 T i9-6-0 Over Continuous Support R=229 PLF W=9-6-0 0J. Note: Note: Al l Plates Are 1.5X4 Except As Shown. %% it R. �" , PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04 r&V WAC Y11 FL 3 - R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. .! REFER TODD CSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 r i = y TC LL 40.0 P S F R E F R151-- 97403 MAD I RIOR., SUITE 200. MABISON. WI 53]19) AND NTCA (MOOD TRUSS COUNCIL OF AMERICA,LESS 0 6300 ENTERPRISE LN,e ICATED 698i� HOPI CHORD SHALL HAVE PROPER LY ATTACHE DSAFETY SS TR UCTUHALPRIOR I PP AN EL 5I ANONG TBOTTOMHESE UCHOR ON SHALL HAY E ATHERWISE PROPERLY ATTACHEOti ' y • '' TC D L 10.0 P S F DATE 10/13/04 RIGID CEILING. x • ! **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED TAT-OF BC DL 5.0 PSF DRW NCUSR151 04287660 ALPINE PUSSCIN CONiORMANCELWION BEPIRESPONSORLFABRICAFINGEVHANO INGIATION ROSHIPPINGM THIS ESINSTALtINGYBiBRACINGAIL TOFBIT TRUSSESE R1 • B C L L O.O P S F H C-ENG RB/AF DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFAPA) AND TP1. ALPINE _ CONNECTOR PLATES ARE MADE OF 20/18J16GA (H,N/5/K) ASTM A653 GRADE 40/60 (W, K/H.S) GAL V. STEEL. APPLY �• �, TOT L D 5 50 P S F S E Q N 22630 PLATES TO F.AC 11 FACE OF TRU55 AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-2, J. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS 1pine Engineered Products, nc. ORAMING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT 1 1 1 , 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE + ' D U R.FAC. 1.00 FROM LR E Hame QT _3 BU1 SIf.NEP TPI I n ,r, ..�..:.;mficalL__ odzati .. . . ...< DC 'A 1'04 . _ `�"4CI 2 .. ,_ 1S r Z1 PAGE 1 Date: 10/14/2004 MANNING BUILDING SUPPLY LOG # : D1011 TRUSS DIVISION JOB # ; JACKSONVILLE Salesman: JOHN FERGUSON Pitch: /12 Customer: BESTCON HOMES Job Name: PINE KEY Address : 1484 LOURAL WAY Address : LOT 44 PARADISE PRESERVE ATLANTIC BEACH 32233 Designer: LR - -- - - --- --- -- - ---- - - -- - -- -- - ------ - -- ----- - ------ -- ----- -- ---- ---- - ----- --- -- Left Right Qtyj Span O.H. O.H. Description --- --- -- -- - -- -- - -- - - -- -- --- - ------ --- -- - ----------- ----- -- --- ----- - ---- - --- -- 1120'3"8 12' 12' JA1 620'3"8 12 ' 12' JA2 120'3"8 12' 10' JA3 k 11415114 121 101 JA4 115' 12 ' 10' JB1 11351 121 121 JB2 135' 12' 12' JB3 12318"4 12' 10' JB4 1115-8--8 2 ' 101 IC1 22 15'8"8 12, 101 C2 111518-18 2' 101 JC3 335' 12' 12' SP1 ** I-Joist's ** 3624 JD1,2 WI60 - 11 7/8" x 2.5" ** Beams ** 224 1 1IBM1 GPLAM 11-7/8" ** Hardware Roof ** 361T ILSSUH310 1 ply WI60 I-Joist Skewable --- --- - - -- - ---- - - ---------- - - --- 40 - Trusses36 # of Hardware3fi - # of I-Joist 0 - Piggy' s 0 - Jacks 2 - # of Beams 0 - # of Rim Board -------- --- -- ----- - - - 40 - Total Trusses MANNING BUILDING SUPPLY Larry Ruckel 12 Oct 2004 1:50 pm 11155 Philips Prky Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version:4.0 Build:4.0.0.6 Protect . D1011.FBD BESTCON HOMES PINE KEY Mark# : D I'm Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 16.0 Max Defl : LL= L/240 TL= L/360 Composite Action : No Slope : 6/12 T; 3.5", 565 psi 3.5", 750 psi OW 19101, LOADS Project Design Loads:Root 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 PP Spcg Sen Uniform(psf) 42 30 125% 0 0.0. 19'0" 16"o.c.Base Uniform Load(Spacing Sensitive) *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(Ibs) 1 2 io Max R'n 550 550 Min R'n 170 170 DL R'n 170 170 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(lbs) 484 1 0-2- 41 1775 125% 0.27 M(ft-lbs) 2612 1 9'6" 41 5798 125% 0.45 lip LtRn(Ibs) 550 0 010.1 41 1714 125% 0.32 See Note#5 $' RtRn(lbs) 550 0 19'0" 41 1714 125% 0.32 See Note#5 LLDefl(in.) 0.40 1 9-6- 41 1.06 U640 TLDefl(in.) 0.58 1 9'6" 41 0.71 0442 USE: WI 60 11.88"ta'�.16"o.c. r meets/exceeds APA-11 88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of 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. ,t 3.Loads have been input by the user and have not been verified by Geo 4.Design valid for dry use only. rgia-Pacific Engineered Lumber Technical Services. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 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.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. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmouth cuts permitted only if all the following conditions are met:cut is at low end of roof joist overhang does not exceed 2 ft,and bearing stiffeners are used. k' F 12.For explanation of GROUP change to expanded printout PP 1100 I MANNING BUILDING SUPPLY Larry Ruckel 12 Oct 2004 1:53 pm 11155 Philips Prky Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2003 Georia-Pacific Corporation Version:4.0 Build:4.0.0.6 Project . D1011.FBD BESTCON HOMES PINE KEY Mark# : BM1 Usage : Beam (Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No Slope : 0/12 Iwo LJ 3.5", 565 psi L6.0", 565 psi 3.5", 565 psi 13-0" 10'6" 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 Uniform(plf) 325 232 125% 0 010" 23'6" ('; 2 Uniform(plf) 415 296 125% 0010" 23'6" Uniform(plf) 11 0 0 0 23'6" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span SUPPORTS(lbs) 1 2 3 Max R'n 4126 11052 3277 Min R'n 908 3271 233 DL R'n 1150 3271 802 Min Brg(in.) 2.09 5.59 1.66 [Based on bearing stress below] Brg Str(psi) 565 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 4896 1 12-9" 41 9870 125% 0.50 M(ft-lbs) 12951 2 010. 41 25307 125% 0.51 LtRn(lbs) 4126 0 0'0" 42 6921 100% 0.60 See Note#5 RtRn(lbs) 3277 0 23'6" 43 6921 100% 0.47 See Note#5 IntRn(lbs) 11052 0 13'0" 41 11865 100% 0.93 See Note#5 LLDefl(in.) 0.26 1 6-5- 42 0.43 U602 TLDefl(in.) 0.34 1 6'5" 42 0.65 U453 ' USE. GPLAM 2.0E 1.75x11.88"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-Pacifc Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material,support material capacity shall be verified(by others). 7.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 8. When required by the building code,a registered design professional or building official should verify the input loads and product application. 9. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 10. Verify that load is applied at top or equally from both sides. 11.Nail plies together with 16d nails c@ 12"o/c along top and bottom edges. Nail from alternate faces,2"from edges. 12.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. po 13. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 14.For explanation of GROUP change to expanded printout I PRODUCTS HARDWARE SCHEDULE 6/9/04 2004 REACTIONS PLATE TRUSSES or Code MARK PRODUCT Page FLOOR ROOF UPLIFT HEADER JOIST TYPE NOTES A HUS26 51 2565 3205 1550 (14)16d (6)16d TRUSS B HUS28 51 3585 3775 2000 (22)16d (8)16d TRUSS C HGUS28-2 105 6805 7925 3220 (36)16d (12)16d TRUSS 2 Ply Truss D HGUS28-3 105 6805 7925 3220 (36)16d (12)16d TRUSS 3 Ply Truss E SUUR 26 67 800 1000 765 (6)16d (6)10dx1.5 TRUSS Skewed 45' F SUUR 210 67 1330 1660 1250 10)16d (10)10dx1.5 TRUSS Skewed 45' G LSSU210 64 1110 1390 875 (10)10d (7)10dx1.5 TRUSS Sloped-varies G LSSU210 64 995 1205 785 9)10d (7)10dx1.5 TRUSS Skewed-varies H THJA26 112 2680 3265 960 (20)16d (6)HJ(4)EJ 10dxl.5 TRUSS Hip Jack&End Jack Pm 1 THA422 Min 66 1635 1635 - 2)16d To (6)16d SYS 42 I THA422 Max 66 3630 4145 1550 (22)16d (6)16d SYS 42 J THAC422 Min 66 1635 1635 - (2)16d To (6)16d SYS 42 Inverted Flange J THAC422 Max 66 3630 4145 1550 (22)16d (6)16d SYS 42 Inverted Flange K THA422 UR Min 66 1090 1090 - (6)10d 3 10dx1.5 SYS 42 Skewed 45' K ITHA422 UR Max 66 1416 1675 310 (16)1 Od (3)1 0dx1.5 SYS 42 Skewed 45' K ITHA422 UR Max 66 1210 1210 - 2)10d To (4)10d SYS 42 Skewed 45' 9-12"FL L SUUR 410 67 1860 2330 1275 (14)16d (6)16d SYS 42 Skewed 45' M LSSU410 64 2430 3035 1150 18)16d 12)10dx1.5 SYS 42 Sloped-varies M LSSU410 64 1625 1625 1 1150 (14)16d (12)1 0dx1.5 SYS 42 Skewed-varies N IUT312 73 1110 1390 255 (10)10d 2 10dx1.5 I-JOIST Face Mount 2.5" O HU312-2 74 2145 2680 1085 16 16d (6)1 Od I-JOIST 2 Ply Face Mount P IUT412 74 1110 1390 255 (10)10d 2 10dx1.5 I-JOIST Face Mount 3.5" Q MIT316 86 2400 - - (6)16d (2)1 0dx1.5 I-JOIST To Mount 2.5" R SUUR 310 67 1860 2330 765 (14)16d 6 10dx1.5 WOIST Skewed 45' S SUL/R 314 67 2395 2500 1150 18 16d (8)1 0dx1.5 I-JOIST Skewed 45' "' T LSSUH310 64 2295 2295 1150 18 16d 12 10dx1.5 I-JOIST Sloped-varies T LSSUH310 64 1600 1600 1150 (14)16d (12)10dx1.5 I-JOIST Skewed-varies U HU11 Min 75 2950 3685 865 (22)16d (6)1 0dx1.5 1 PLY LVL Min. Load U HU11 Max 75 4020 4405 1 1440 (30)16d 1010dx1.5 1 PLY LVL Max. Load godV HGUS48 75 6805 7925 3220 (36)16d (12)16d 2 PLY LVL W HGUS412 75 9155 9155 4055 (56)16d (20)16d 2 PLY LVL X HGUS412 L 75+161 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Lf X HGUS412 R 75+161 5035 5035 2028 (56)16d (20)16d 2 PLY LVL Skewed 45' Rt Y HUC412 Min 75+161 2145 2680 1085 (16)16d 6 10d 2 PLY LVL Inverted Flange Y HUC412 Max 75+161 2950 3685 1810 (22)16d (10)10d 2 PLY LVL Inverted Flange Z HGUS5.50/12 76 9155 9155 4055 (56)16d (20)16d 3 PLY LVL ZZ HGUS7.25/12 76 9835 9835 4055 (56)16d (20)16d 4 PLY LVL UL1 H16S 138 - - 1470 (10)10d x 1.5 (2)1 0dx1.5 Tie Down Short UL2 H16 138 - - 1470 10)10d x 1.5 2 10dx1.5 Tie Down Lon UL3 H16-2 138 - - 1470 (10)10d x 1.5 2)10dx1.5 Tie Down 2 Ply Truss UL4 MTS12 139 - - 1000 7)10dx1.5 7 10dx1.5 Tie Down Twist Strap 12" UL5 HTS20 139 - - 1450 12)10dx1.5 12 10dx1.5 Tie Down Twist Strap 20" UL6 MSTA36 131 - - 2050 (13)1 Od (13)1 Od Tie Down Flat Strap 36" UL7 MGT 126+141 - - 3965 Threaded Rod or 22)10d Tie Down or Add UL8 mm- UL8 PHD5 26 - - - 14 SDS1/4x3 Add UL7 Tie Down Add UL7 UL8 PH05 26 - - 4685 Threaded Rod Tie Down TS132-24 120 4)10dx1.5 Brace Truss izO op � � � � E � � \ � � � � � � � � � � � � � � � t � � \ � . \ � £ � � � � � � � . � � � � � � . . . � \ � � � E � � � � \ ( /. � : � � . � \ � � � � � � ( . � � � � � E � � � �;;;;,z �\ I � � �_ � � L � ` _ i I � � I I � I � i j � I j i � � �� `� i � y y- 1 // �: �, �" ��: �' a a a 0 �. g• 39'11"S �' 19'0"8 --� 1. DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT C2 ACCORDANCE WITH THIS LAYOUT u' ro R2 3. NO BRCKCHRRGES ALLOWED, UNLESS REPROVED Q ¢ IN WRITING BY TRUSS PLANT MANAGER U m 4. APPROVED BY APPROVAL DATE: U o a N DEL. DATE EL s io m BUILDER TO CONY. FRAME P,OOF, VALLEYS a RNO O.HANGS AS NEEDED. Ln m w m w LD a w BUILDER TO FRAME DOWN CEILINGS w J AS NEEDED. J I S G MATCHHETRUSSR TO ESIATT HIGHLD UP ERLPLT OH7. CC) QI cv ALL WALLS SHOWN ARE LORD BERRING y 7 UNLESS NOTED OTHERWISE. 1.011 m Ir auln mi -- ® B-1-2 WRLL 9-1-2 WRLL 45'11-8 T 7 -+ 12 0 8—-� O 9-4-2 WRLL 65' J 19-7-0 WRLL JOB:D1OI I BESTCON HOMES MANNING BLDG . SUPPLIES LDC=LOT 44 PARADISE PRESERVE 11155 PHILLIPS PKWRY PH# 268-8225 JAX. FLA. 32256 PLAN:PINE KEY DESIGNER: LRRRY RUCKEL �--B• 39 11"B �- 19'0"B -� 1. DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE -- -- 2. VERIFY ALL SPANS AND AMOUNTS, AS CE TRUSSES WILL BE BUILT IN STRICT C2 M; ACCORDANCE WITH THIS LAYOUT 3. NO BRCKCHRRGES ALLOWED, UNLESS RPPROVED R2 Q IN WRITING BY TRUSS PLANT MANAGER U' m 4. APPROVED BY in APPROVAL DATE: � o O N DEL. DATE a m BUILDER TO CONY. FRAME ROOF, VALLEYS w AND D.HANGS AS NEEDED. Ln m w 0 0 bw BUILDER TO FRAME DOWN CEILINGS w AS NEEDED. 16 S G MRTCDHETRUSSESTO IR� HIGHERLPLTOHT. CD ° m ALL WRLLS SHOWN ARE LORD BERRING 1101111 UNLESS NOTED OTHERWISE. 0 m I! rruTIT-ni-FTy; ® B-1-2 WALL ® 9-1-2 WRLL 45'11"B 7' �--12'0"8-- '� O 9-4-2 WRLL 65 19-7-0 WRLL JOB=D1011 BESTCON HOMES MANNING BLDG . SUPPLIES LOC LOT 44 PARADISE PRESERVE 11155 PHILLIPS PKWRY PH# 268-8225 PLAWPINE KEY JRX. FLA. 32256 DESIGNER: LARRY RUCKEL L, L-- V- t.,,,_.,,. 39'11"B + _ 19'D"8 ---—� 1. DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE — -- -- 2. VERIFY ALL SPANS AND RMOUNTS, AS 7 TRUSSES WILL BE BUILT IN STRICT C2 ACCORDANCE WITH THIS LAYOUT M' 12 3. NO BRCKCHRRGES ALLOWED, UNLESS RPPROVED IN WRITING BY TRUSS PLANT MANAGER W 4. APPROVED BY n m APPROVAL DATE: U o a N DEL. DATE F in m BUILDER TO CONV. FRAME ROOF, VALLEYS cc w AND O.HRNGS AS NEEDED. ro w w o o BUILDER TO FRRME DOWN CEILINGS w AS NEEDED. J ! BUILDER TO BUILD UP WALLS TD 16 c S G MATCH TRUSSES AT HIGHER PLT HT. PD CD ALL WALLS SHOWN ARE LORD BEARING N 7 UNLESS NOTED OTHERWISE. o m. i ® 6-1-2 WALL ® 9-1-2 WALL 45'11"8 7' —+ 12'0"8—-I 9-4-2 WALL_ 65. j 19-7-0 WALL JOB:D1O11 BESTCON HOMES MANNING BLDG . SUPPLIES LOC:LOT 44 PARADISE PRESERVE 11155 PHILLIPS PKWRY PH# 268-8225 PLRN:PINE KEY JRX. FLA. 32256 DESIGNER: LRRRY RUCKEL Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Page 1 of 1 Document ID:1SH5151-Z 1313170413 Truss Fabricator: Manning Building Supply Job Identification: D1011-PINE KEY -- LOT 44 PARADISE PRESERVE Truss Count: 12 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995 Engineering Software: Alpine Software,Version 7.04.0805.15. Structural Engineer of Record: FP Address: Ir Minimum Design Loads: Roof - 42 PSF @ 1.25 Duration Floor - N/A Wind - 120 MPH ASCE-98 -Partially Enclosed Notes: Seal D e: 10/13/2004 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 Arthur R.Fisher Florida License Number:59687 2. The seal date shown on the individual truss component drawings must 1950 Marley Drive match the seal date on this index sheet. Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Details: 140GC-GBLLETIN-14OGS-14OP6 Ref Description Drawingj;z Date 1 97404--AI 04287663.:.10/13/04 2 97405--A2 04287664 10/13/04 31 97406--A3 04287665_10/13/04. 4 97407--A4 11 04287666 10/33/04 5 97408--81 04287567 10/13/04 97409--B2 04287668 10/13/04 7 97410--B3 04287674 10/13/04'! 8 97411--B4 04287669, 10/13/04 9 97412--CI 04287670 10/13/04 10 97413--C2 04287671 10/13/04; 11 97414--C3 04287672 10/13/04 12 97415--P1 04287673 10/13/041 OR l THIS DWG PREPARED FROM COMPUIER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS HER. (01011-PINE KEY -- LOT 44 PARADISE PRESERVE - Al) Top chord 2x4 SP ##2 N 120 mph wind, 10.28 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP ##2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, wind Webs 2x4 SP ##3 BC DL=2.5 psf. SPECIAL LOADS IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) CHORD SPACING(IN OC) START(FT) END(FT) TC From 54 PLF at -2.13 to 54 PLF at 0.00 BC 120 0.17 19.88 TC From 154 PLF at 0.00 to 154 PLF at 20.29 TC From 54 PLF at 20.29 to 54 PLF at 22.42 Deflection meets L/360 live and L/240 total load. BC From 4 PLF at -2.13 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 20.29 BC From 4 PLF at 20.29 to 4 PLF at 22.42 See DRW HCUSR001 02086015 for gable details. 4X4=- 3X30 X4=3X3% 6 3X3 3X3% 3 X 3 8-1-2 2X4(Al) = 5X5= 2X4(A1) L<-20 0� �2-0-0� 0�6 �a o 7I 8-6-13 I 8-6-13 _I1 o-p 6�8 20-3-8 Over Continuous Support j R-196 PLF U=123 PLF W=20-3-8 Note: All Plates Are 1.5X4 Except As Shown. PLT TYP. Wave TPI Desi n Crit: TPI-1995(STD) 7.04:. ift YA: FL 3 R - Scale =.3125" Ft. "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. C- . R•S '�) T C L L 20.0 P S F R E F R151-- 97404 RCF ER TO BC51 1-03 (BUILDING COMPONENT SAFETY INIORNAIIONI, TOOLEIHEO BY TPI (TRUSS PLATE INSTITUTE, 583 r U'ONOFRIO OR.. SUITE 200. MAOI SON, WI 63719) AND WT CA (HOOD TPUSS COUNCIL Of AMERICA. 6300 ENTERPRISE LN.E' j o MADISON. NI 53719) FOR 5AFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE CAT .4 •�`•�e� '` T C D L 7.0 PSF DATE 10/13/04 1UP f.HOBO SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEDyy :f RIGID CEILING. • , T� : BC DL 5.0 PSF DRW HCUSR151 04287663 —IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 E OF ALPINE PPODUCIS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR ONTHIS DESIGN; ANY EARLS) TOBUIDTHEBC LL 10.0 PSF HC-ENG RB/AF TRUSS IN f.O NFORMANCE NIIHIPIOR fABRICAiING, HANDLING, SHIPPING, INSTALL TNG b BRACING Of TRUSSES. ll,ESIGNf,ONFORMSWITH APPLICABLE PROVISIONSOF NDS (NATIONAL DESIGN SPEC. BY AFRPA) AND TP(. ALPINETCOHNCIOR PLATES ARE MADE OG 20/18/I6CA IW,H/S/K) ASTH A653 GRADE -/60 (W, K/H,S) GAEV. STEEL. APPLY �A• T0T LD. 42.0 PSF SE0N48895 PLATES I0 EACH FACEOF TRUSSAND. UNLESS OTHERNISE LOCATEO ON THIS DESIGN, POSITIONPERDRAN Nfis I6 OA-2. •1 ine En ineered Products, nC. ANY INSPECTIONOF PLATES FOLLOHED BY (I) SHALL BE PER ANNEX AJ Of TP17-2002 SEC.3. A SEALONIH15p g DRAWING INDICAIES ACCFPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THF TRUSS COMPONENT ,,,,'' , DUR.FAC. 1.25 FR0M LR 1950 Marley Drive DESIGN SHOWN TILE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE _ _Hain L338y� Bu■ sI GN[ I/TPI C D4 - ''ertiIT T 3hoTizat A 1v ■c ,s.,. ... :; --AC I 24. 1S 1_Z1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS HER. (D1011-PINE KEY -- LOT 44 PARADISE PRESERVE - A2) Top chord 2x4 SP #2 N 120 mph wind, 10.45 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x6 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL-2.5 psf. SPECIAL LOADS IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) CHORD SPACING(IN OC) START(FT) END(FT) TC From 54 PLF at -2.13 to 54 PLF at 22.42 BC 72 0.29 20.00 BC From 4 PLF at -2.13 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 5.49 Deflection meets L/360 live and L/240 total load. BC From 100 PLF at 5.49 to 100 PLF at 14.80 BC From 30 PLF at 14.80 to 30 PLF at 20.29 BC From 4 PLF at 20.29 to 4 PLF at 22.42 5X5= 3X5111 3X5111 6 —1 6 8-1-2 5X5= 8X8= 3X5(Al) = 3X5(Al) _ L--2-0-0->j L<-2-0-0->j i 10-1-12 I 10-1-12 ,I 20-3-8 Over 2 Supports `I R=1298 U=816 W=3.5" R=1298 U=816 W=3.5" ��v •Fra `�.N. PLT TYP. Wave TPI Desi n Crit: TPI-1995(STD) 7.047. IF ••••. Y'fe FL 3 R Scale =.3125" Ft. ..WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. 'E : • ' TC LL 20.0 P S F R E F 8 1 5 1 97405 PETER i0 BCSI I-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 • U'ONO FR IO OP.. SUITE 200. MADISON, WI 5J719) AND WTCA (N000 TR U55 COUNCIL Of AMERICA, 6700 ENTERPRISE LN,� * : Q,696 S7 L MADISON, WI 53719) FOR SAFETY PRACTICES PRLOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED. TC DL 7.0 P S F DATE 10/13/04 TOP CHORU SHALL HAVE PROPERLY ATTACHED STR UCIURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID DEIu.G. s E�� % BC DL 5.0 PSF DRW HCUSR151 04287664 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED , ALPINE PRODIICTS. INC. SHALI NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE R�� BC LL 10.0 P S F HC-ENG RB/AF IR USS IN CDNFORHANCE WI1H IPI: OR FABRICATING. HANDLING, SII I PP ING. INSTALLING b BRACING Of TRUSSES. n DESIGN CONfORHS WIIII APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPCC, BY AFbPA) AND TPI. ALP INC •••• TOT.L D. 42.0 P S F S E Q N 48899 CONNECTOR PLA IES ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (W, K/H.S) GALtl. STEEL. APPLY • • • `�, PLATES TO EACH FACE Of TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS M160A-Z. ]pine Engineered Products, nC. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNE% A3 OF TPII-2002 SEC.3. A SEAL ON THIS 1ngi Marl Drive DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT ,',` 1, D U R.FAC. 1.25 FR0M LR Marley Of SIGN SHOWN. THE SU ITA.ILI11 ANO USE OF THIS COMPONENT FON ANY BUILDING IS THE RESPONSIBILITY OF THE D C T 7 'Q 4 Haine 338qq�� au J. SIGNER -- -1/TPI - --ACI1 24. _ ^^ 1J a_LI ,.: -. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1011-PINE KEY -- LOT 44 PARADISE PRESERVE - A3) Top chord 2x4 SP ##2 N 120 mph wind, 10.45 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x6 SP #k2 N located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP ##3 DL=3.5 psf, wind BC DL=2.5 psf. SPECIAL LOADS IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) CHORD SPACING(IN OC) START(FT) END(FT) TC From 54 PLF at -2.13 to 54 PLF at 20.29 BC 71 0.29 20.00 BC From 4 PLF at -2.13 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 5.49 Deflection meets L/360 live and L/240 total load. BC From 100 PLF at 5.49 to 100 PLF at 14.80 BC From 30 PLF at 14.80 to 30 PLF at 20.29 5X5= 3X5111 3 X 5 III 6 F— 6 8-1-2 8X8= 3X5(Al) = 5X5= 3X5(Al) L-c-2-0-0->j 10-1-12 I 10-1-12 J 20-3-8 Over 2 Supports =j R=1306 U-821 W=3.5" R=1170 U=735 W=3.5" � R �ilf/ty��a�VR•F�aX LK PLT TYP. Wave TPI Desi n Crit: TPI-1995(STD) 7.OT74.QX6FIC ••'•� T 1 FL 3 R Scale **WARNING** TRUSSES REQUIRE IRE 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 97406 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMA710N). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5BJe • : `' O'ONOFRIO DR., SUITE 200, MADISON, WI SJII9) ANO WTCA (HOOD TRUSS COUNCIL OF AMERICA. 6700 ENTERPRISE LNC 1 Q*Ocl 696 et MOPICNDI IORDHSHALLIHAYEOPROPERLR ETY ARiTACHEDSSTROOCTURALR TO PPANEISRE MIAN0T807i0MUCHORDNSIT LN HAVE ALESS TPROPERLYHERWISE IATTTACHED� TC D L 7.0 PSF DATE 10/13/04 RIGID CEILING. IBC DL 5.0 PSF DRW HCUSR151 04287665 IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEEMGINEE REOOE��ALPINE PRIIDUCIS. INC. SHALL NOT BE RESPONSIBLEFOR ANY DEVIATIONFROMTHISDESIGN; ANY FAILURE TO BUILD THE �.. BC LL 10.0 PSF HC ENG RB/AF TRUSS IN CONFORMANCE HIIHTPIOR TARR IC ATNG. HANDLING. SNIPPING. INSTALLING 6 BRACING OF TRUSSES. - OFSIGHCONFORMSWI1HAPPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, flY AF APA) ANOTPI. ALPINECUNNECFUR PLATES ARE MADE OF 20/18/16GA (W,H/S/K) ASTMA653 GRADE 40/60 (W. K/H.S) GALY. STEEL. APPLY � TOT LD 42.0 PSF SEON 48903 PIATE, TOEACHIACE OF TRUSS ANO. ON LESS OTHERWISELOCATED ONTHISDESIGN. POSITION PER DRAWINGS160A Z.1nine En ineered Products, nC. ANY INSPEG LION OF PLATES TOLL OWEUBY (i) SHALL 8E PER ANNEX A3 OF TP II-2002 SEfASEAL ON THIS +,Y DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TILE TROSS COMPONCTDUR.FAC 1 25 FR0M LR 1950 Marley Dnve DESIGN SHUHN TILE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING ISTHE RESPONSIBILITY OF THE Hain r'�'�L 338 nu siGxFR —I/TPI r"ACI 24. " nrr lS r7l� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1011 PINE KEY -- LOT 44 PARADISE PRESERVE - A4) Top chord 2x4 SP #2 N 120 mph wind, 9.02 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL=3.5 psf, wind Webs 2x4 SP #3 BC OL-2.5 psf. :Rt Bearing Leg 2x4 SP #3: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 46 0.29 4.15 HANGER = SIMPSON'S HUS26. FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3X3111 T 6 F— 1-6-13 9-1-2 A-8-1-2 2X4= 2X4(A1) 1.5X4111 R=140 U=180 0-3-8 �Z-0-0�IIK I 4-5-4 Over 2 Supports IR=353 U=212 W=3.5" ,`-IIIII1.io •` SVR R.Fja, C;`AF. PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04".0 •••• •••'••:y G +;1 FL 3 R/- Scale —WARNING"'"iRUS5E5 REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. r%_ •�� •� ',C� T C L L 20.0 P S F REF R151-- 97407 NET ER 10 SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHEO BY TRI (TRUSS PLATE INSi1TUIT. 583 D'ON Dfft IO DR.. SUITE 200. MADISON. NI 53719) AND NT CA (W 000 iRU SS COUNCIL OF AMERICA, 6300 ENTERPRISE LX.�. MADISON, NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICA TED. Q.696 87 * .L. T C D L 7.0 P S F DATE 10/13/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED SrRUC TUR AL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED y RIGID CEILING. ! '�( • 'J BC DL 5.0 PSF DRW HCUSR151 042B7666 "IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 'I STATE OF ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY TINDEVIATION IRON 1115 OESIGX;ALL I ANY NG&FAILURE TO BUILD THE B C L L 10.0 P S F HC-ENG R B A F ES IGXI„ONf OR MSMNTTE4NCI APPLICABLE PR OVOISIONSROFANDSG(NATNONAL GDE SIGNPSPEC.IBYT AFAPA) ANDRT P'NG OF TRUSSES. •• ,>t/- �� • / CONNLCION PLATES ARE MADE OF 20/18/16 GA (H.H/S/K) AS A653 GRADE 90/60 (N, K/H,S) GAL V. 51EEL. APPLY ��• • T 0 T.L D. 42.0 P S F S E Q N 48907 PLATES 10 EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED OX TI115 DESIGN, POSITION PER OR ANINGS 160A-Z. •• 1 ine Engineered Products, nC. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL HE PER ANNEX A3 OF TPII-2002 SEC.]. A SEAL ON THIS p 5 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOI ELY FOR THE TRUSS COMPONENT ', D U R.FAC. 1.25 FROM L R 19 0 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE I t, Haine '^ RT 338 BD ^ ^-sl Gxfa /TPI 1 «� Oc I9 �� t`nAC I NC ' T s� o ,. , �mfi THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1011-PINE KEY - - LOT 44 PARADISE PRESERVE - B1) Top chord 2x4 SP #2 N 120 mph wind, 13.36 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL=2.5 psf. :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 2.609' Right end vertical not exposed to wind pressure. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Deflection meets L/360 live and L/240 total load. TC From 54 PLF at -2.13 to 54 PLF at 0.00 TC From 154 PLF at 0.00 to 154 PLF at 15.00 BC From 4 PLF at -2.13 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 15.00 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) BC 120 -0.13 15.00 See DRW HCUSR001 02086015 for gable details. 6 F- 5 X 1 O% -5X10% 3X5% 0-11-8 In 1 01 01 Ell 01 � �9-4-2 5X10 III L<-2-0-0->j 1-6-15 1 I 13-5-1 _1 —15-0-0 Over Continuous Support J R=192 PLF U=138 PLF W=15-0-0 Note: All Plates Are 1.5X4 Except As Shown. p r��VR R•Fjay�.,. PLT TYP. Wave TPI Design Crit: TPI-1995 STD 7.0 �f�C qA' FL/-/3/-/-/R Scale =.3125" Ft. —WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. .� �•4 �•� -� T C L L 20.0 P S F R E F R151-- 97408 REFER TO BCS( 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 r U.BN0'N IO ON., SUI IE 200. MADISON, NI 53719) AND NTCA (MOOD TRUSS COUNCIL OF AMERICA, 6300 ENTEfl PRISE LN,E MADISON, WI 57719) FOR SAFE TV PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED,( Q•590 87 : -' TC DL 7.0 P S F DATE 10/13/04 TOP CHO RO SII ALL HAVE PROPERLY AITACNED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED C RIGID CEILING. • li "IMPORTANT*'FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED STATE OF BC DL 5.0 PSF DRW HCUSR151 04287667 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE 1Q" B C L L 1 0.0 P S F H C-ENG RB/AF ALPINE TRUSS IN CONFORMANCE HIIH IPI; OR FABRICATING. HANDLING. SNIPPING. INSTALLING TI BRACING OF TRUSSES. OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFAPA) AND TPI. ALPINE CONNECTOR PlA1FS ARE MADE OF 2O/1811fif.A (W,H/S/K) ASIN A653 GRADE 40/6O (W, K/H,S) GA1V. SIEEL. APPLY ��, • • •• , TOT.L D 4 20 P S F S E Q N 48914 PI.ATF, TO EAf,11 FAECTION of[F OF 1RUSS ANO, UNLESS OT HEPNISE LOCATED ON THIS DES ION, POSITION PER OR AWINGS 160A Z. -- BE PER OF L 0 K THIS Alpine Engineered Products, EIC. OP.ANINGlop PIND7[ATES PACfEPTANf,FLATES TOLL OOFDPROFESSIONAILENGIN[ERINGERFSPONSIBIliTY00SOLELY3TOP THF TRUSSCOMPONENT `��,111 j 1',,`, DUR.FAC. 1.25 FROM LR 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE __ _ HaineHines&;—❑F 338 BUI "-:If,NFR ""/1P11 0Ct ' "14 tiCIN 24. J 1S1� t .,.... ,. ".,_..: ., ._Z1 .. I H I S UVIU PHtVAR tU (RUM I.UMPUILH INPUI (LUAUS 5 UI MtNSION S) SUBMIIIEU BY IRUSS MER. (D1011-PINE KEY -- LOT. 44 PARADISE PRESERVE B2) Top chord 2x4 SP #2 N 120 mph wind, 12.09 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 B, wind TC Webs 2x4 SP #3 :W2, W4, W5, W6 2x4 SP #2 N: DL=3.5 psf, wind BC DL=2.5 psf. :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.928' IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: (A) Continuous lateral bracing equally spaced on member. Or 1x4 CHORD SPACING(IN OC) START(FT) END(FT) #3 or better "T" brace. 80% length of web member. Attached with BC 110 0.00 14.90 8d nails @ 6" OC. BC 80 14.75 34.71 Deflection meets L/360 live and L/240 total load. 5X7= 1.5X4111 5X5= 3X5 W4 6 5X5 r— W6 —) 6 3X5% (A) (A) 1.5X441 0-11-8 W2 W5 �9-4-2 T 4X4(E3) = 1.5X4111 1-� 0 8-1 2 3X10(E3) III 3X3= 3X5= 5X5= 3X5(Al) r 5X12= 2-0-0 12-0_yIF 14-10-0 '( 13-0-0 5-3-6 16-8-10 14-9-0 20-3-0 35-0-0 Over 3 Supports R=755 U=525 W=3.5" R=1429 U=528 W=3.952" R=996 U=624 W=3.5" 0 .F. PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.OA. s' --!AA.1`• ,1 FL 3 R - Scale =.1875" Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING ANDO BCST 1-0BUILDING COMPONENT BRACING. C. .i 0� ��• _ TC LL 20.0 P S F R E F R 15 1 97409 REFER T3 ( SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583'r • D'DNpFRI0SUITE 200, MADISON, WI 53779) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN,E. ,a988t •• 'X, MADISON. WI 53719) FOR SAF F.TY PRACTICES PRIOR TO PERfORMING THESE FUNCTIONS. TO OTHERWISE INDICATEONTC DL 7.0 PSF DATE 10/13/04 FOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED( y • y RIGID CEILING. ! )f{ • ' ; ! BC DL 5.0 PSF DRW HCUSR151 04287668 •*IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t STATE OF ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE BC LL 10.0 P S F HC-ENG R B A F IRUSS IN CUNFORMA NCE WITH 1P1: OR FABRICATING, HANDLING, SHIPPING. INSTALLING A BRACING OF TRUSSES. I� ,R�A• / DFSIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND IPI. ALPINE 4 Z CONNCILIR PLATESARE MADE OF 20/18/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (H. K/ICS) GALY. STEELAPPLY ...• T 0 T.L D. 42.0 P S F S E 0 N 48925 PI ATES TO EACH FACE OF IR llss ANO, UNLESS OIHFRW IS I.O CAllE0 ON THIS OFSIG". POSITION PER DRAWINGS I'OA -2. •• • 71ppine En ineered Products, nc. ""Y 'xsPfcnnx DF PLATES FOLLOWED BYIi) SHALL BE PEA ANNE% A3 DF IP11 2002 SECA SEAL ON THIS , DUR.FAC. 1.25 FROM LR B DRAWING INpICATES AC[EP IAN CE OF PPOFF SSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR ill( IRUSS COMPONENT 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE Of THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE OC 4 Haines r 338 OUT - Zt, /` 7 ?,�rtlft at ct I172t1 .1GNER - "./TPI 1 - `C I. N ..._,..2. 4•qL� U is Z1#; THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. (D1011-PINE KEY -- LOT 44 PARADISE PRESERVE - B3) Top chord 2x4 SP #2 N 120 mph wind, 12.09 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 B, wind TC Webs 2x4 SP #3 :W2, W4, W5, W6 2x4 SP #2 N: DL=3.5 psf, wind BC DL=2.5 psf. :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.928' IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: (A) Continuous lateral bracing equally spaced on member. Or 1x4 CHORD SPACING(IN OC) START(FT) END(FT) #3 or better "T" brace. 80% length of web member. Attached with BC 106 0.00 15.81 8d nails @ 6" OC. BC 82 15.67 34.71 Deflection meets L/360 live and L/240 total load. 5X7= 5X5= 1.5X4111 3X5* 5X5 6 1-- W4 W6 6 3 X 5% (A) ) 1.5X40 0-11-8 W2 W5 T 942 !� 4X4(E3) = 1.5X4111 1 .i 0 }8 1-2 3X10(E3) III 3X3= 3X5= 3X5 3X5 (Al) 5X12(**) 2 0-0 2-0-0lE 15-9-12 '� 13-0-0 5-3-6 16-8-10 15-8-0 19-4-0 35-0-0 Over 3 Supports �1 R=793 U=539 W=3.5" R=1428 U=529 W=4.95" R=959 U=610 W=3.5" R. PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.0. . {f/ ••• 1�+ FL 3 R - Scale =.1875" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. :•}• (�•S -�_ T C L L 20.0 P S F R E F R 151 97410 REF11 TO Df.51 1-03 (BUILDING COMPONENT SAFETY INFORMATIDN), POOL ISNED BY TPI (TRUSS PLATE INSTITUTE, 583 r V B'OXOiR 10 DR., SUITE 200. MADISON, N! 57719) ANO NT CA (MOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN,F te` t 1 MAO ISDN, NI 53719) FOR SAFETY PRACTICES PRIOfl TO PERFORMING TI{ESE FUNCTIONS. UNLESS OTNERNiSE INDICATED,( j 0•••+6�� '� .`. T C D L 7.0 P S F DAT E 10/13/04 lOP CHORD SNAIL IT YE PROPERLY ATTACHED STRUC7UR AL PANELS AND BOTTOM CHORD SHALL Hq YE A PROPERLY ATTACHED( � • '• RIGID CEILING. L. I T /� BC DL 5.0 PSF DRW HCUSR151 04287674 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDODU1 T�M� ALPINE INU55fIN CONFORMANCELWNTH BPIRFSPONSORLFABRICAOR TINGEYHANBFINGROSHIPPINGESINSTAILG. INGYAFBRACIMGTOFBTRU55E5E B C L L 1 0.0 P S F H C-ENG RB/AF DESIf.X CONFORHS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFAPA) AND TPI. ALPINE � •�, CII NNE CTOR PL RIES ARF MADE OF 20/18/16GA (W,H/S/X) ASTM A653 GP ABE 40/60 (W, R/H.S) GAILY. STEEL. APPLY I • . ••* TOT.L D 4 20 P S F S EON- 48931 PIATFS 10 EACH FACE OF TRUSS AND, UNLESS OT HE RH 151 LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. 7EII ineered Products, nC. ANY INSPECTIONOFPLATES FOLLOWEDBY ({) SHALL BE PER ANNEX A3 OF TPII-1001 SEC.3. ASEAL ON THIS , `g DESIGNDRAWINGSHOWNCAIESTHECSUITABILITY ANDFUSEESSIOFATHISGCOMPONENTERIFIG RFORDANYIT BBUILDING 15LTHEORESPONSR Or IBILITOYMOFNTHE ` (i `•1,, D U R.FAC 1.25 FROM LR 11 1 950 MarleyDrive keHaines '"' 338 BUI •IGNER /TPI ) Oct "14 "srtis L rsxrbnzatl .w.b.:, .,..��.� �.�.�.,. H..,z..�.. „�-. - ....<: ,r.,4" w..,_:. � _ .:.ACI _ .24.x,.. THIS UWG PREPARED FROM CUMPUIER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1011-PINE KEY -- LOT 44 PARADISE PRESERVE - B4) Top chord 2x4 SP #2 N 120 mph wind, 13.02 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not Bot chord 2x4 SP #2 N :62 2x4 SP #1 Dense: located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Webs 2x4 SP #3 :W4, W5, W6 2x4 SP #2 N: DL=3.5 psf, wind BC DL-2.5 psf. :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.928' Right end vertical not exposed to wind pressure. Calculated horizontal deflection is 0.30" due to live load and 0.05" due to dead load. (A) Continuous lateral bracing equally spaced on member. Or 10 #3 or better "T" brace. 80% length of web member. Attached with IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 8d nails @ 6" OC. CHORD SPACING(IN OC) START(FT) END(FT) BC 93 0.00 17.68 BC 74 17.54 23.69 4X4= 5X7= 1.5X4111 —I 6 3X5% 3 X 5 (R) 6 F— (A) W5 W4 (A) 3 X 51� 6 0-1 W6 1. 0-11-8 0 9-4-2 4X4(E 3) = 1.5X4111 3X5= 1-3 0 +8-1-2 B2 1.5X4111 3X10(E3) III 3X8= 4X4= 112-0-0:J 15-9-9 � 13-0-0 5-3-6 5-4-14 17-6-7 6-1-13 23-8-4 Over 2 Supports =j R=801 U=411 W=3.5" R=1168 U=602 W=4.95" PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04. • •F �Yal FL - 3 R - Scale =.25" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. C.. • • TC LL 20.0 P S F R E F R 1 5 1 97411 REEER TO Bf,SI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 r O'ONOEll0 DR.. SUITE 200, MAU ISDN, MI 57719) ANU WTCA (W000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN,C y MAD]5ON, W1 53719) FOR SAFETY PRACTICES PP TOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHER N ISE INDICATE 0.4 M .59687 ;�' .L TC DL 7.0 P S F DATE 10/13/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Y • " **IMPORTANT—FURNIS"A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED = TATE OF BC DL 5.0 PSF DRW HCUSR151 04287669 PR OOUCTS. INC. SIIALL NOT BE RESPONSIBLE FDR ANY DEVIAIION FR ON THIS DESIGN; ANY FAILURE TO BUILD THE BC LL 10.0 P S F HC-ENG RB/AF ALPINE TRUSS IN CONFORMANCE WITH 7P I; OR FABRICA/ING. HANDLING. SHIPPING. INSTALLING 8 BRACING OF TP US SE S. O ;D¢' DESIGN CONFORMS WITH APPLICABLE rR0VIS10N5 OF NDS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPINE ' '••• T 0 T.LD. 42.0 P S F S E 0 N- 48935 CONNECIUR PLATES ARE MADE OF 2D/1B/16GA (W.H/S/K) ASTM A653 GRADE 40/60 (N. K/H.S) GALV. STEEL. APPLY PI ITS Tll EAC" FACE OF TRU55 ANO. UNLESS OTHERWISE LOC AIED ON THIS DESIGN, PO SI7ION PEP DRAWINGS 160A-Z. 4V 71pine Enineered Products, nC. ANY INSPECIION Of PLATES FULLOMEO BY (i) SHALL HE PER ANNEX A3 OF TPII-2002 SEC.3. A SEAL ON THIS DUR.FAC. 1.25 FROM LR g DRAWING INDICATES ACCEPTANCE Or PR OF ESSION AI ENGINEERING RESPONSIBILITY SOLELY FOR TIIE TRUSS COMPONENT 0 `,�` 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 1, Haines « - 338 BDI IGNER TP11 - Oct �� NCIH 24. 9-1-u,.rtifc ,..�:,. ,Orizati ..,�.. �.: 4. .�,- --�.:: -._ IH1S UNG PREPARED THUM IUMPUIER INF'UI (LUAUS & UIMENSIONS) SUBMITTED BY TRUSS MFR. (D1011-PINE KEY -- LOT 44 PARADISE PRESERVE - Cl) Top chord 2x4 SP #2 N 120 mph wind, 21.22 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL=2.5 psf. SPECIAL LOADS See DWG GBLLETIN1103 for more requirements. -(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.13 to 54 PLF at 0.00 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TC From 154 PLF at 0.00 to 154 PLF at 15.71 CHORD SPACING(IN OC) START(FT) END(FT) BC From 4 PLF at -2.13 to 4 PLF at 0.00 BC 75 0.29 15.42 BC From 30 PLF at 0.00 to 30 PLF at 15.71 Deflection meets L/360 live and L/240 total load. Shim all supports to solid bearing. See DRW HCUSR001 02086012 for gable details. 4X4=- 1.5 X 4 111 X4=1.5X4111 1.5X4111 6 F- 6- 3 X 3% 3X3% 3X3 3X8% 5X5= 3X821 1 15 0-4-6 J 3.5 1.5X4111 1.5X4111 3.5 1 0-4-6 � 1970 2X4(Al) % 2X4(A1) L<--2-0-0 �E 5-10-4 31E 4-0-0-� o- lo-� o-10-7 1-7-4 5-4-9 5-4-9 1-7-4 7-10-4 7-10-4 15-8-8 Over 4 Supports '1 R=619 U=447 W=3.5" R=932 U=672 W=3.5" R=997 U=718 W=3.5" R=462 U=333 W=3.5" ` t11111.gCr � !A 10 PLT TYP. Wave TPI Design Crit: TPI 1995 STD 7.01. 8IFC ••'•�T 1 FL 3 R - Scale =.375" Ft. "'WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, INSTALLING AND BRACING. EC ` �:. TC L L 20.0 P S F R E F R 15 1 97412 REFER 10 BCS, I OJ (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TEL (TRUSS PLATE INSTITUTE, 563 4. TA, • D'ONOFRI0 OR.. SUITE 200. MADISON, NI 53]19) AND WE" (WO DD 1PU55 COUNCIL Of AMERICA, 6J00 ENTERPRISE LNC �59087 :* ! TO MOP'CHORDN SHALL HAVE PROPERLY ATTACHED S STRUOCTURAL1. PPANELSI ANDT BOTTOMUCHORDN SMALL HAVE ALESS T PROPERLYHERWIS ATTAC H ED� y V ; . TC DL 7.0 P S F DATE 10/13/04 7! ! RIGID CEILING. * IMPORTANT"*FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I [OF BC DL 5.0 PSF DRW NCUSR151 04287670 ALPINE PRODUCTS. IHC. SNAIL NUI BE RESPONSIBLE FOR ANY OF FROM THIS DESIGN; ANY FAILURE TO BUILD THE P . B C L L 10.0 PSF HC ENG RB/AF TRUSS IN C,O NFORMANCE WITH IPI: OR FABRICATING. HANDL TNG, SHIPPING. INSTALLING 6 BRACING OF TRUSSESDESIGN CONFORMS HITH APPLICABLE PROVISIONSOFNDS (NATIONAL DESIGN SPEC, BY AFlPA) AXD TPI. ALPINE CONNE CIOR PL A IES ARE MADE OF 20(10/16 GA (W.H/S/K) ASTM A653 GRADE 40/60 (W. K/N,S) GALV. STEEL. APPLY ••• , T0T.LD. 42.0 PSF SEQN 48945 PIATFS TO EACH FACE OF TRUSS ANO. UNLESS OTHERW ISFLOCATEDONTHISDESIGN, POSITION RER DRAWINGS160A-Z. I ine En•ineered Products, nc. ANY INSPF CT IONOFPLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. ASEAL ONTHISP RARING INOIf,ATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT ,'`1/ , D U R.FAC. 1.2 5 FROM L R 1950 Marley Drive DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF TOE Oct Haines .Ity,FL 33844 BUIL TNG OFSIGNER P R ANSI/TPI 1 EC. 2. `• -1 'n4 rn1CIN 24. J 1S Z1 �:...s:,:rtitic t `„:. ?ri ti .. ,: <, 1 ,.....r ., a;: ;<, -E s. .:! ,u._,. :; ..:a.;: .,<:! :;: - :. ,.-.�' I HIb UWG PHLPARLU FROM CUMPUIER INPUI (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1011-PINE KEY -- LOT 44 PARADISE PRESERVE - C2) Top chord 2x4 SP #2 N 120 mph wind, 21.38 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL-2.5 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 64 0.29 7.85 BC 62 7.85 15.42 4X4=- 1.5X4= X4=1.5X4= 1.5X4= 6 F 6 — 5X7= 0-4-6 —� 3.5 3.5 1 041--6 19-7-0 2X4(Al) % 2X4(A1)= L--2-0-0--j 7-10-4 3mirt 7-10-4 7-10-4 7-10-4 15-8-8 Over 2 Supports =j R-790 U=561 W=3.5" R=649 U-455 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD 7.04'.x0 ��•w��''•.y G 22 FL/-/3/-/-/R Scale =.375" Ft. *"WARNING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. CF_ • T 7 TC LL 20.0 P S F R E F R151-- 97413 REF FR TO Bf.ST 1.03 (BUILDING COMPONENT SAFETY INFORMATION), PUBL ISII F.D BY 7PI (TRUSS PLATE INSTITUTE. 503 • D'ONOFRfO DR.. SUITE 200, MADISON. NI 53719) ANO NTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN.' • C MADISON. NI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED,, . .59687 ;* �. T C D L 7.0 P S F DATE 1 0/13/04 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ,4 BC DL 5.0 PSF DRW HCUSR151 04287671 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ': TATE OF ALPINE PR(IUUCTS, INC. SIIALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 0UIL0 THE B C L L 1 0.0 P S F H C-ENG RB/AF TRU55 IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING E BRACING OF TRUSSES. • 1D"., BEST F,ONFnF MS NITII APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/l6GA (W.II/S/K) ASTM A653 GRADE 40/60 (N, K/H,S) GAL V. STEEL. APPLY .� TOT.L D. 4 2.0 P S F S E 0 N- 48948 PLATES TO FA TACE OF TRUSS AND. UNLESS DINE FIN IS LOCATED ON THIS DESIGN. POSITION PER ORAWINGS 160A-2. ••• , 71pine EntYineered Products, nC. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNE11 A3 OF TP11-2002 SEC.3. AAIONg DRAWING INDICAtES ACCEPTANCE OF PROFESSIONAL ENGINIERINf.RESPONSIOILIIY SOLELY TOR THE TPI1S5 COMPO NC NT , ,�, D U R FAC 1.25 FR0M LR 1950 Marley Drive DESIGN SHOWN. THE SUITABILITY AND USE OF THIS IT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Haines 'F FI 338 HUI ^`SIGNER Oct ��`' rn 1C I N ' I—r o nuc./TPI 1 �1 r ;rti ine , 'I`e,earizffii .� .; .: >-JR ,_ :: . IHIS UWG PREPARLU ERUM CUMPUIER INPUT (LUAUS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1011-PINE KEY - LOT 44 PARADISE PRESERVE - C3) Top chord 2x4 SP #2 N 120 mph wind, 21.22 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL=2.5 psf. SPECIAL LOADS IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) CHORD SPACING(IN OC) START(FT) END(FT) TC From 54 PLF at -2.13 to 54 PLF at 0.00 BC 94 0.29 15.42 TC From 154 PLF at 0.00 to 154 PLF at 15.71 BC From 4 PLF at -2.13 to 4 PLF at 0.00 Deflection meets L/360 live and L/240 total load. BC From 30 PLF at 0.00 to 30 PLF at 15.71 Shim all supports to solid bearing. See DRW HCUSR001 02086012 for gable details. 4X4= 3X5 3X5% 6 6 3X3% 3 X 3 3X8% 5X7= 3X8 0-4-6 -� 3.5 3.5 1 0-4-6 1.5X4111 1.5X411119-7 0 2X4(Al) % 2X4(Al) R=357 U=258 W=3.5" 6-10-0 �2-0-0 ��10-7 -4-7-0 0-10-7 0- 1-7-4 5-4-9 5-4-9 1-7-4 7-10-4 7-10-4 15-8-8 Over 4 Supports R=542 U=391 W=3.5" R=1052 U=758 W=3.5" R=1059 U=763 W=3.5" 0 PLT TYP. Wave TPI Design Crit: TPI-1995 STD 7.04 0 � •�•�•��''•.� 1 FL 3 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. Cr. 7 T C L L 20.0 P S F REF R 1 5 1 97414 REFER 70 BC51 103 (BUILDING COMPONENT SAFETY INFORMATION), PUBLI SHE.BY TPI (TRUSS PLATE INSTITUTE. 5B3 - 41AjI - D'ON0FR10 DR.. SUITE 200. MADISON. NI 53]19) AND NTCA (N000 TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN,� _8980 .* ;. T C D L 7.0 PSF DATE 10/13/04 MADISON, WI 53719) FOR SAFETYPRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTNERNiSE IN.ICATED. •TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURALPANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEDyRIGID CEILING. ! x j :1BC DL 5.0 PSF DRW HCUSR151 04287672 IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION [ONTRACTOR. ALPINE ENGINEEREDF'PRODUCTS. INC. SHALL NO' BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE B C LL 10.0 PSF HC-ENG RB/AF ALPINE PUS5 IN COXEOPMAXCEWITHTI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING 6 BRACING OF TRUSSES. *F NOS ONAL AND CONNECIURNPLAMESWAPE MADEIOFW 20118/16GAO(N.H/5/K) ASTMIA653 GRADEN40/60 (WT K/H°S) GALV. STEEL. APPLYI. ESIGNTOT.LD. 42.0 PSF SEON 48959 PIATES TO EACHFACE OF TRUSS ANO. UNLESSOTHERWISELOCATED ON IHIS DESIGN. POSITION PER DRAN IXGS 160AZ1 ine En ineered Products, nC. ANY INSPECTION OFPLATES FOLLOWED 8Y (1) SHALL BE PER AXNEX A3 OF TPI) 2002SE f..3. A SEAL ONTHISp DRAWING. INDICATES AC GEPTANCE OF PROFESSIONAL ENGINEERING RE SP04SI8ILITY SOLELY FOR THE TRUSS COMPONINF , DUR.FAC. 1.25 FR0M LR 1950 Marley Drrve DESIGN SHOWN. THE SUITABILLITY AND USE OF THIS COMPONENT FUR ANY BUILDING IS THE RESPONSIBILITY OF THE ^� 2 4aines 311 BOT � IGNER � . CIN ISH _Z1 . 3ri2ati THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (D1011-PINE KEY - LOT 44 PARADISE PRESERVE - P1) Top chord 2x4 SP #2 N 120 mph wind, 17.46 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 B, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL-2.5 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 35 14.17 17.11 REFER TO DRAWING HCUSR001 02086006 FOR PIGGY BACK DETAILS. TOP CHORD OF SUPPORTING TRUSS UNDER PIGGY BACK TO BE BRACED AT 24" O.C. 4X4=- 6 X4=6 F— --11 6 16-9-10 2X4(Al) 2X4(Al) 1.5X4111 0-11-13 0-11-13 t 1-7-14 �� 1-7-14�� -5-3-6 Over 2 Supports R=222 U=180 W=3.5" R=222 U=180 W=3.5" to .`' RR.F F PLT TYP. Wave TPI Design Crit: TPI-1995(STD) 7.04:0 �i' •��•�a'�'l �t'„3 FL 3 R - Scale =.375" Ft. "WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. rX •�� •� ',:a T C L L 20.0 P S F R E F R151-- 97415 RF.F FR TO BCSI 1-03 (BUIL DINE,COMPONENT SAFETY INFORMATION). PUBLISHED BY 7PI (TRUSS PLATE INSTITUTE. 593 X B'ONOT R[0 Bft.. SUITE 200. MADISON, WI 57]19) ANO WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, r e • MADISON. WI 57]19) FOR $AfETY PRACTICES PRIOR 10 PERFORMINf THESE FUNCTIONS. UNLESS OTHERWISE INDICATEO,� * : V�V ST * T C D L 7.0 PSF DATE 10/13/04 TOP CHORD SHALL HAVE PROPERLY AI TACHEO STRUCTURAL PANELS AND 90 TTOM CH 0R0 SHALL NAVE A PROPERLY ATTACHED C ..� RIGID CEILING. . {( ' BC DL 5.0 PSF DRW HCUSR151 04287673 —IMPORTANT"FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '; • TATE F 1 ALPINE PRl1UUCTS, INC. SHALL NOF BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BESIGN; ANY FAILURE TO BUILD THE BC LL 10.0 P S F HC-ENG RB/AF IRUSS IN CONFORMANCE WITH I . OR 1ABR IC ATIN G. HANDLING. SHIPPING, INSTALLING 6 BRACING OF TRUSSES. • P DESIGN CONf ORMS WITH APPLICABLE PROVISION$OF NOS INAIIONAI DESIGN SPEC. BY AIAPA) ANO TPI. ALPINE COIIN E CTOR PLATES ARE MADE OF 20/19/16 GA LW.11/S/K) ASTM A6S3 OR AOE 40/60 (W, K/H.5) GALY. STEEL. APPLY T 0 T.L D. 42.0 P S F S E Q N 48921 PLATES TO EACH FACE OF TRU65 AND. UNLESS IF LOCATED ON THIS SPOTS GN, POSITION PER DR AN NGS 160A-Z. ,� 1 ine En ineered Products, nC. ANY DRA IME NSPECTION OF PLATES FOLLOWED BY (IJ SHALL BE PER ANNEX A3 OF IP11-2ILITY002 SE C.3. A SEAL ON TH15 }3 Y OfSIGNGSHOIN WNCATESiHI SUITABILITY ANDFUSEIOFA7HIs E NOCOMPONENTRFOROANYBBUILDING 15LTHEFOR RESPONSIBILITYMOFF THE !« 1`, D U R.FAC. 1.25 FROM LR AC A 1950 Mule Drive 9aines '•, cr 3384 DUAL IcxER - ..--"IPI I - - OC (� ifiaaL .TTI do �, -.a: �-: «�. I N F..,_4.0 .. J 1 SII _. —Z1,,, 2X6 .1,.. 1 REINFORCING GAB L L D E 1 til L GABLE VERTICAL PLATE SIZES MEMBER _ 2X4 ..T.. - SYM. FOR LET—IN VERTICALS VERTICAL LENGTH PLATE IF PLATES REINFORCING ABOUT BETWEEN CHORDS SIZE OVERLAP` MEMBER LESS THAN 4' 0" 1X4 OR 2X3 2XB GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL LESS THAN 11' 6'. N' GREATER THAN 11' 6" 2.5X4 2.5X8 - \ C+l REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, - \ SPLICE, WEB AND HEEL PLATES. s IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM ..L.. TOT" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE / VERTICAL SPECIES. GRADE AND SPACING) FOR (1) EXAMPLE: 2*2X4 2X4 "C' BRACE, GROUP A. OBTAINED FROM THE GABLE + APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR VERTICAL 2X8 SBCCI WIND LOAD, LENGTH P. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W; "T" BRACE WIND SPEED "T' REINF. SBCCI ASCE AND MRH MBR. SIZE / 110 MPH 2x4 _ 10 = 10 0 _- / ®r 1115 FT 2.6 40 : 50 6 0 MPH 2x4 - -10 10 30 FT 2.6 50 ". 50 °; 100 MPH 2x4 10 e _ 10%ou 15 FT 2x6 30 : 50_ 100 MPH 2x4 10 - _ 10__%ri _ 30 FT 2x6 40 `e__ 40 a 90 MPH 2x4 20_e 10 l + / PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 15 FT 2x6 ,- 20 e_- __40 ATTACH EACH "T" REINFORCING MEMBER WITH 90 MPH 2x4 _____1O 0 10 0 RIGID SHEATHING HAND DRIVEN NAILS: _ 30 FT 2x6 30 o _ 50 a _ 4 TOENAILS 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS 1N TOP 80 MPH 2x4 10 20 :__ AND BOTTOM CHORD. 15 FT 2x6 10 e 30 GUN DRIVEN NAILS - 0.131" X 3": 80 MPH 2x4 20 e 10 T TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 a 40 a_ REINFORCING - - - MEMBER 70 MPH 2x4 0 a 20 THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE ----- OR SBCCI WIND LOAD. 15 FT 2x6 0 20 ASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 SO 20 0 GABLE. TOENAILS AI1015EN1103, A10015EN1103, A09015ENI103, A08015EN1103, A07015EN1103 30 FT 2x6 _10 a - 30 46- TRUSS SPACED AT 4' O.0 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, A1203OEC1103, A11030EC1103, A10030EC1103, A08530EC1103 GABLE V'ERT'ICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS •T" REINFORCING MEMBER SIZE = 2X4 S11015EN1103, S10015EN1IO3, 509015EN1103, S08015FN1103, S07015EN1103 "T" BRACE INCREASE (FROM ABOVE) = 10% = IA0 S11030EN1103, S10030EN1103, S09030EN1103, S08030EN1103, 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 _`� I,y 1 VERTICAL LENGTH. t�� rGO••An IR• YI�(�„REPLACES DRAWINGS GAB9811-, 876,719 & HC26294035 x a.WAPldIMG'•�. TRUSSESPEJUIPE EXTPEME CAPE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND ° I� ••• rr •��-Ord4REF Ifl_.IN VERT BRACING. P.EFER TO BCS; 1-03 (BUILDING COMPONENT SAFET'( INFORMATION), PUBLISHED BY TPI (TRUSS � ` �•A��f�C % PLATE INSTITUTE, 583 D'ONOFRIO DP.., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS COUNCIL ��i OF AMERICA. 6300 ENTEPPRISF LN, MADISON, WI 53714) FOP SAFETY PRACTICES PRIOR TO PERFORMING - DATE L 01/1 FJ/04 THESE FUNCTIOIJS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED • �- -- ---- -STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. T * f NtT �* C I_ DRWC. GBLLL I INI I03 ••IMPOP.TAEU� FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED 7ALPINE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOP. ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO —ENG DLJ/KAR BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & I •BRACING OFTP.USSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC,B' AF3PA AND TPI. ALPINE CONNEFTOP PLATES APE MADE OF 20/18/16GA (W,H/S/K) ASTM A653 GRADE •�OT� 6+ T� Ft l�n0 (WYH, GAL VSTEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATEDMAX TGT. L�. VQ 1 �1'OtJTHI' DESIGN, POSITION PER DRAWINGS ihOA-Z. FlNY INSPECTION OF PLATES FOLLOWED BY (I) SHALLALPINE ENGINEERED PRODUCTS,INC. BE PEP ANNEX A7 OF TPI I-2002 SES. 3. A SEAL ON THIS DRAWIG INDICATES ACCEPTANCE OF �� DUR. FAC. ANI'POMPANO BEACH,FLORIDA PPOFE`_.SIONAL ENGINEEFING RESPONSIBILITY SOLELY FOP THE TRUSS COMPONENT DESIGN SHOWN. THE,`,I II TAPILITi AND USE OF THIS COMPONENT FOP ANY BUILDING IS THE RF_SPONSIBILITY OF THE BUILDING '��DESIGNER, PEP ANSI-TPI I SEC. 2. �1� �� MAX SPACING 24.0• (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 MGT, 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. + FOR VERTICAL WEBS LESS THAN 4'0": W1X4 (A) (1) 2X4 SP #3 "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ 2" OC. IN FOR VERTICAL WEBS GREATER THAN 4'0" BUT NO MORE THAN 11'6": W2X4. END ZONES; 4" OC. BETWEEN ZONES. FOR VERTICAL WEBS GREATER THAN 11'6": W2.5X4. (B) (2) 2X4 SP #3 "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC. IN * SPLICE, PEAK, AND HEEL PLATES TO MATCH COMMON TRUSS. END ZONES; 6" OC. BETWEEN ZONES. ** 2X4 OR GREATER CHORDS. (C) (1) 2X6 SP #2 N "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ 2" OC. IN END ZONES; 4" 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). (D) (2) 2X6 SP #2 N "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC. IN END ZONES; 6" OC. BETWEEN ZONES. THIS TRUSS HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTIONS AND DESIGN OF THESE SYSTEMS ARE THE STUD SPACING / BRACING TABLE: RESPONSIBILITY OF THE BUILDING DESIGNER. 2X4 SP #3 DEFLEC- (1) 2X4 (2) 2X4 (1) 2X6 (2) 2X6 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING STUD TION NO "L" BRACE "L" BRACE "L" BRAC "L" BRACE AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. SPACING CRITERIA BRACE TYPE (A) TYPE (B) TYPE (C) TYPE (D) ++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION 24" L/360 ----- 3' 1" 4' 2" 6' 3" 8' 0" PERPENDICULAR TO SUPPORTS. 24" L/180 ----- 3' 4" 5' 7" 6' 3" 11' 0" 16" L/360 ----- 3'11" 5' 3" 7'10" 9111" R1 NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES 16" L/180 ----- 4' 9" 7 4" 9' 6" ill 0" WITH 2-16D NAILS AT EACH END. 12" L/360 ----- 4' 7" 6' 1" 8111" 11' 0" ----- ' R1 NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS 12" L/180 5'11" 8 5" I1' 0" 11' 0" WITH TWO ROWS OF 16D NAILS @ 8" O.C. STAGGERED OVERHANG DETAIL REFER TO TABLE FOR 4" tt BRACING REQUIREMENTS. LADDER W/ STEPS @ 24" OC. TRUSSES @ 24" O.C. 11-0-0 + (TYP) INCLUDES MAX FASCIA ** ni F11 *� ALT. GABLE SHAPES: Over Continuous Support U=280 PLF ** 11 f►.i,,� Note: All Plates Are W2X4 Except As Shown. ��• GL 06 .•��VR R.Rja �.• R1 REV 2-5-02 JWC DETAIL: 140GC PLT TYP. Wave TPI 95 Design Criteria: TPI STD G:t, HI/1R/- Scale –.37511 Ft. "WARNING-* TRUSSES PEOUIRE EXTREME CARE IN FABRICATION. HANDL ING, SHIPPING, INSTALLING AND BRACING �/ ��•� +-: T C L L P S F R E F R 0 0 1 -0 RFFER 10 BCSI 1-07 (BUILDING COMPONENT SAFETY INFO.NATION), PUBLISHED BY TPI (TRUSS PLATE IXSTIT UT E, 5 .CATC U'ONOFRIO OR.. SUITE 200, MADISON, NI 57719) AND R TO HTC' (X000 TRUSS COUNCIL OF AMERICA, 6300 EN TE.PRISE L • • T U PI CHORUW SHALL I HAVEOPROPERLY ATTACHEDS SIR UCTURALPPANELSIAND I BOTTOMUCHORDN SHALLN HAVE ATPROPERLYIATTACHED Y • ��•b98 37 ��.T C D L P S F DATE 11102101 MAD • 71 'BC DL PSF DRW HCUSR001 02086015 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED STAT[OF ' ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE B C L L P S F H C-ENG /J W C TO USS IN CONFOPMANCE WE IH TPI: OR FABRICATING. HANDL IXG, SHIPPING, INSTALLING N BRACING OF TRUSSES. /�] ��)}�� DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AIIIA) AND TPI. ALPINE ••"V t ZVV`T••• T 0 T.L D. 60.0 P S F S E Q N 24860 CONNECTOR PLATES ARE MADE OF 2U/I IEGA (W.II/S/K) AS IM A'53 GRADE 40/60 (W, K/H.S) GALV. STEEL. APPLY •••• PLATES TO EACH FACE OF TRII SS AND. IT NL ESS OTHERWISE LOC AT EO ON THIS DESIGN, POSITION PER DRAWINGS 160A Z. • •• ANY INSPECTION OF PLATES IOL AND. BY (i) SHALL BE PER ANNEX A7 OF TPII-2002 SEC.]. A SEAL ON THIS Alpine Engineered Products,Inc. DRAWINDESIGNGSHOWNCATESTHECCFPIA CC SUIIABILIOTY ANDIUSEIOFAL ENGINEERING THIS COMPONENTRFOROANYBItITY BUILDINGO15LTHEOR THE RESPONSIBILITYMOF THE ��I_,,��+,'��60'1,4, D U R.FAC. 1.25 Haines itv.FL 33144 BHI " "SICXER " •" 7IPI 1 �:...a.. ;,... ,:>:... ,: '; ,:..,,— _.; ... _ ,. . I "4.0 J 15 _ROS (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 SO. 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 CAT II, EXP. C. REQUIRE REINFORCING MEMBERS. REINFORCING MEMBERS MUST BE TOENAILED TO GABLE STUD WITH 0.131"X3" GUN NAILS AT 4" O.C. PLUS A CLUSTER OF SEE APPROPRIATE ALPINE DRAWING FOR LUMBER,PLATES AND 0.131"X3" TOENAILS AT THE TOP AND BOTTOM CHORD.SEE DETAIL FOR NAILING. OTHER DATA NOT SHOWN HERE. SEE CHART FOR STUD BRACING AND SPACING OF VERTICALS. ** STUD MUST BE ATTACHED TO CHORDS AND DIAGONAL NOTE:TRUSS ERECTOR IS RESPONSIBLE FOR PERMANENT WEB BRACING. WHEN "T"BRACE REQUIRED SPACING MAX.LENGTH BRACING IS REQUIRED, FURNISH A COPY OF THIS DRAWING TO TRUSS ERECTOR. 2X4 SO. PINE #3 24"O.C. 2'- 1" 2X4 SO. PINE #3 16"O.C. 2'-10" +PLATE AS REQUIRED ON APPROPRIATE DRAWING. 2X4 SO. PINE #3 12"O.C. 3'- 5- 2X6 50. PINE #2 N 24"O.C, 5'- 0" NOTE:GIRDER HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD IN TO 2X6 SO. PINE #2 N 16"O.C. 6'- 2" THE FLOOR & ROOF SHEATHING DIAPHRAGMS. CONNECTIONS & DESIGN OF 2X6 SO. PINE #2 N 12"O.C. 7'- 1" THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 2X8 SO. PINE #2 N 24"O.C. 7'- 6" 2X8 SO. PINE #2 N 16"O.C. 9'- 1" NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES WITH 2-16D 2X8 SO. PINE #2 N 12"O.C. 10'- 4" NAILS AT EACH END. NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS WITH TWO ROWS OF 16D NAILS @ 8" O.C. STAGGERED 4" +++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. I ++ (4) -0.131"X3.0" TOENAILS TO TOP AND BOTTOM CHORDS. PLYWOOD SHEATHING ) LADDER W/ i SIDE STEPS @ 24" O.C. I VIEW TRUSSES @ 24" O.C. I ** W2X4 ALPINE i I �1 1'0" MAX OH PLATE INCLUDES FACIA I 12 * SPECIAL VARIES GABLE 2X4 ** END TRUSS REINFORCING 2X6 OR 2X8 MEMBER BOTTOM REINFORCING I ** MEMBER I + VTFW I ** ** ** CEILING� ++ ++ ++ GABLE STUD SPACING. I 24" O.0 MAX. SEE ABOVE TOP OR BOTTOM CHORD OF fi GABLE TRUSS. `U- SPAN REQU D16P4A9C 0.H• I I DETAIL: Note: All Plates Are 2X4 Except As Shown. 6140GS R1: REVISED "REINFORCING MEMBER" ^ �• ^SWC PLT TYP. Wave TPI-95 DLJ 07/06/2004 Design Criteria: TPI STD •• HI 1 Scale =.3125" Ft. "WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACIN C� •i�� •: , T C L L 30.0 P S F REF R 0 O 1 0 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 3 C 1 D'ONOFRI0 OR SUITE 200, MADISON, NI 537 19) ANO NECA (WOOD TRUSS COUNCIL Of AMERICA, 6300 ENTERPRISE N • y • MAO ISDN. NI 51719) FOR SAFETY PR Af,T I1 5 PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICA -D. • ^0"58887 * �1T C DL 15.0 P S F DATE 10/23/01 TOP CHORU SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACI D • .� RIGID CEILING. OF .'BC DL 10.0 PSF DRW HcusRool 02086012 *IMPORTANT"`FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER srATE OF 1 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIAIION FROM THIS DESIGN: ANY FAILURE TO BUILD T BC L L 0.0 P S F HC-ENG /J W C ALPINE TRUSS IN CONFOkMANCE WE TO IPI: OR FABRICATING. HANDLING. SNIPPING, INSTALLING 8 BRACING OF TRUSSES /� •" DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFAPA) AND TPI. ALPINE ^Vj'� CUNNECTOR PLATES ARE MADE OF 201181111A I%"1'1/K) ASTM 0S3 GRADE 40/60 (W. K/H,S) GAL V. STEEL. APPLY ^A "•"• T 0 T.L D. 55.0 P S F SEAN 24104 PLATES TO EACH'ACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DE 5I GN, P051TION PER DRAM INGS I60A-Z. CSV•a ANY INSPECTION(11 PLATES I LL ED BY (1) SHALL BE PER AT A3 OF TP11 2002 5E C.3. A SEAL ON THIS AlplHa nitginCCrC FLCO(II1Rdd Inc. DRAWTDESIGNCSHOWNCArESTHECSUITABILI/Y ANDFUSETOFATHISGCOMPONENT FORON S ANYBILIBUTLDINGDISLTHEOR THE TRUSS CRESPONSIBILITYNOFNTHE ENT , It ,, D U R.FAC. 1.33 FRQM HC B �-- 3ESIPNE •" s1/rkl " IRF F PO01 6 (PIGGYBACK - ) I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP SP #2N TRUSSES BUILT PER THIS DETAIL DESIGNED TO BE USED FOR THE FOLLOWING: BOT CHORD 2x4 SP #3 OR #2N 140 MPH WIND, 30.0 FT MEAN HGT, ASCE 7-98, PART. ENC.BLDG, CAT II, EXP C. WEBS 2x4 SP #3 NOTE: THIS DETAIL MAY ALSO BE USED FOR A MONO OR HIP-MONO PIGGYBACK USING A *,E (4) 0.131"X1.375" SCOTCH NAILS OR EQUAL IN EACH MEMBER. TRULOX PLATE TYPE-C PLATE AT THE HIGH END. AND END VERTICAL WHICH IS GREATER THAN TO BE APPLIED TO EACH FACE AT 4'0" O.C. MAXIMUM SPACING, REFER TO DRAWING 6-0-0 IN LENGTH AND EXPOSED TO WIND MUST BE VERIFIED BY ALPINE 142 FOR TRULOX INFORMATION. PLATES ON THE FRONT FACE OF TRUSS MAY BE ENGINEERED PRODUCTS. OFFSET FROM THE PLATES ON THE BACK FACE AS LONG AS PLATES ARE SPACED 4'0" OC. MAX. NOTE: TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. NOTE: PIGGYBACK VERTICALS TO BE SPACED AT 4'0" O.C. MAXIMUM. + 2X4 CONTINUOUS LATERAL BRACING AT 24" OC. MAX SPACING. ATTACH TO TOP SIDE ** MAXIMUM SIZE OF 2X12, #2 HEM-FIR OR BETTER. OF SUPPORTED TRUSS TOP CHORD WITH 2-16D NAILS IN EACH TRUSS. OR E 4X6 ALPINE, 3X6 TRULOX AT 2'0" OC. MAX. 1X4 CONTINUOUS LATERAL BRACING AT 24" OC. MAX. SPACING. ATTACH TO BOTTOM SIDE OF SUPPORTED TRUSS TOP CHORD WITH 2-16D NAILS IN EACH TRUSS. BOTTOM ++ PIGGYBACY BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD OF PIGGYBACK SHOULD REST DIRECTLY ON THE TOP CHORD OF THE SUPPORTED CHORD WITH W1.5X3 ALPINE. TRUSS. * 3X8 TRULOX PLATE OR ALPINE PIGGYBACK SPECIAL PLATE (SEE DRWG. 847,847) NOTE: BRACING MATERIAL IS TO BE ATTACHED TO A SUITABLE SUPPORT AT EACH END, AND MUST BE #3 HEM-FIR OR BETTER. JOINT SPANS UP TO WEB BRACING TYPE 30'0" 34'0" 38'0" 42'0" UP TO 7'9" NO BRACING * A W2X4 W2X5 W3X4 W3X5 7'9" TO 12'3"-1X4 "T" BRACE, SAME GRADE ** — E E B W5X4 W5X5 W5X5 W5X5 AND LENGTH AS WEB, ATTACH WITH 8D A C W1X3 W1X3 W1.5X3 W1.5X3 NAILS AT 6" OC. 4�p E E A D W5X4 W5X4 W5X5 W5X5 12'3" TO 14'0"-2X4 "T" BRACE, SAME GRADE A EE B AND LENGTH AS WEB. ATTACH WITH 16D 1 01A NAILS AT 4" OC. E + E E + B A + _ B B 12 2-0-0 (TYP) B 12 MAX A ALTERNATE LOADING: (C) TYP (D) SPLICE A TCLL 20 30 PSF A TCDL 20 OR 15 PSF BCDL 10 10 PSF * A TOTL 50 55 PSF 1.25 1.33 * * + + 42-0-0 MAXIMUM PIGGYBACK SPAN `f !,REVISED PLATE SPACING. DETAIL: 140PB ' R;�la `6DtLJ 07/26/2004 PLT TYP. Hi h Stren th,Wave TPI-95 Design Criteria: TPI STD HI 1 R **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACIN . REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY IPI (TRUSS PLATE INSTITUTE, 3 CC `� �R•L .,,,TC- LL 30.0 P S F R E F R 0 0 1 0 D'ONOFRIO DR., SUITE 200. MADISON. WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6700 ENTERPRISE N • • — MADISON, NI 53719) FOR SAEETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICA D. No.59687 * T C D L 7.0 P S F DATE 11/06/01 i0P CHORD SHALL HAVE PROPERLY ATTACHED SIRUC7UHAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY AIIAC D RIGID CEILING. 'BC DL 10.0 PSF DRW HCUSR001 02086006 **IMPORTANT**FURNISH A COPY OF T141S DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEER �• STATE OF PRIUICTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD 7 BC LL 0.0 P S F HC-ENG /J W C ALP I N E RUSS IN CONFORMANCE WITH TPI; OR FABRICATING. 1{pNOLING. SHIPPING. INSTALLING N BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE Q1�'f@�A��' G.ONNE ClOR PLA IFS ARE MADE OF 20/I9/16GA (W,H/S/K) ASIN A653 GRADE 40/6V (W. K/Hill GALV. STEEL. APPLY .••.•• T 0 T.L D. 47.0 P S F S E 0 N 24938 PLATES TO EACH FACE OF LOU S5 AND• UNLESS OTHERWISF I.O C ATED ON THIS OESI GN, POSITION PER DRAWINGS 16 OA-2. ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALL BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS Products, nc. DRAWING, INDICATES ACCEPTANCE OF PRDFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT '� �, D U R.FAC. 1.33 }3 g s AyDriVe DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF I , Alpine Engineered 1950 Marley Haine(- 338 Bu SIGNER 1/TPI - - cn4 94 p[[ fk Vnn "ertificaR ESv ahorizt � :,. .r - - .....,1...: '.,. _ v_ :_ ..,. . .. IN - -- 1S —R Y , 101(5, CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FANULY RESIDENCE AND DUPLEX CONSTRUCTION) Date: P L/ 1/Q 7 Job Address: 7po (,.x c Owner of Property: Q Address: Telephone l�l' r Legal Description: Block Number: Lot Number: Zoning District: Contractor: State pense Number, Contractor's Address: dI)IA il Lsj�- (t,� 1 A Telephone:(' ,.,Y�JY 110 Fax: .S. a Describe proposed use and work to be done: 1 � Present use of land or building(s): u Valuation of proposed construction: CU Is approval of Homeowner's Association or other private entity required?�-Q If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? (ANO. Applicant certifies that no change in site grade 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. 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 Tree 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 Telephone: (904)247-5800 -Fax: (904)247-5845 •http://www.ei.stiantic-beach.fl.us Page 1 Revised 1/14/03 FROM :CLARSON & ASSOCIATES FAX HO. :904 396 2633 Dcu. 20 2004 09:41AM P2 MAP SHOWING PLOT PLAN OF LOT 44, AS SHOWN ON MAP PARADISE PRESERVE AS RECORDED IN PLAT BOOK51 PAGES 31THROUGH;XOF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BESTCON, INC. BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. PARADISE LANE PRIVATF. VARIABLE WIDTH R W PT s s/w N8. '36 5 00 S/►+' Pc a N _ fJ ' rT 22•`PE� j 20' - •20.3` 0 I POReN I�o.o' 0 p ..' `A Q L. In � O -1 Q a `i ty rte, v O W Q • lo.o'. 35 r •loo' L LOT 44 ��51 Sss•36'50"W 55. 00 r raror A 'TTr-n I nwrnc- nc' -1o Owner:Kolke Lot 44 Hidden Paradise SPECIFICATIONS BUILDER: BESTCON, Inc. DAVE: 12!16/2004 CONSTRUCTION JOB ADDRESS: Lot 44 Paradise Preserve 780 Paradise Lane Atlantic Beach, FL 32233 All Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable-"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: NA Slump: NA Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FROST FOOTING-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: N/A If Concrete Block-Size: N/A Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: N/A Number: N/A Spacing: N/A N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: NIA Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A R-Value: N/A Found. Bolt/Size. NIA Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS Material: N/A Size: N/A Spacing: N/A BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 1 904 246-3747 • Fax 904 246-7126 1 i Owner:Koike Lot 44 Hidden Paradise 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A Finish &Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish &Curing Compound/Sealer: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh T7RII: and Thickness: 4" Size: Varies Finish &Curing Compound/Sealer: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 _SI ump: 3 Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 3'wide Finish & Curing Compound/Sealer: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 8' x 10' Finish &Curing Compound/Sealer: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 16'wide Finish &Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: 2-#5 at perimeter FOUNDATION BOLTS-Spacing: '/2"x 10" 32" O.C. Location:At perimeter EXPANSION JOINTS-Type: None Location: N/A CONTROL JOINTS-Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists;floor joists; sub flooring; plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging;joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks, treads and risers. BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 2 904 246-3747 • Fax 904 246-7126 w � e Owner:Kolke Lot 44 Hidden Paradise Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16"O.S.B Size:4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Cedar Impressions(front)&Mainstreet Size: Varies (Sides&Rear) Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: NIA Bolts: N/A Nails-Framing Members: Common or Galvanized (weather related) Siding: Galvanized Windows: 8d galvanized Exterior Trim:8d galvanized Exterior Doors: 12d galvanized finish Use Grade & Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" NIA Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top & Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers, Windows & Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponta Vedra Beach,FL 32082 Page 3 904 246-3747 • Fax 904 246-7126 4 e � Owner:Kolke Lot 44 Hidden Paradise Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2"vinyl decorative trim Door Trim 3-1/2"vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material: #26 galvanized steel Windows:Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents: Vinyl Gable Vents: None 4.WINDOWS: Manufacturer/Style: KINCO MARK 50 Material: Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: TAMKO Fiberglass Grade: 20 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4" galvanized Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4"galvanized Roof Edging: 6" pre-painted galvanized steel Step Shingle Flashing: 5"x 5"galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18"galvanized Roof Fans/Vents: 6' steel off-ridge BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 4 904 246-3747 • Fax 904 246-7126 Owner:Kolke Lot 44 Hidden Paradise 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1 st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" -7 LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: ncluding Storm Doors Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal T-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage ROLL-LITE Model 110 16'x7' 2-1/2" ROLL-LITE T_ i Other: BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 5 904 246-3747 • Fax 904 246-7126 Owner:Kolke Lot 44 Hidden Paradise 8. INSULATION: LocationMaterial Thickness R-Value Vapor Total S Barrier Footage q. Walls Fiberglass 3-1'2" 11 Tyvek 1650 Ceiling Fiberglass Batt/Blow Rim Joist N/A 9-1/4"113" 30 Kraft 1700 Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer Wor Material Style Y Size Doors Generic Hardboard :6-Panel Varies Casing Generic Finger-jointed white pine WMP-256 ------------------------------ 2-1/4" Base Generic Masonite WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger-jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies. Door Stops Generic-Antique Brass Spring or Hinge Varies Chair RailN/A Crown Mold N/A Beauty Mold N/A BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 6 904 246-3747 • Fax 904 246-7126 Owner:Kolke Lot 44 Hidden Paradise 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No. of Coats Installation Wails Ceilings FFALLWALLS Sheetrock Y2 Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/Popcorn or 1/2 , Knockdown Texture ' Ceiling Nailed 3 Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 Ponte Vedra Beach,FL 32082 CRC-022365 7 Page 7 904 246-3747 • Fax 904 246-7126 Owner:Kolke Lot 44 Hidden Paradise 11. CABINETS, VANITIES, COUNTERTOPS, BOOKCASES: 73rF URER STYLE WORRIAL TOP BACKSPLASH HARDWARE Kitchstate Recessed panel WilsonArt 4"WilsonArt None Masttate Recessed panel WilsonArt 4"WilsonArt None Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Bath#2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie SpnN/A FIREPLACE BRICK/STONE, Style/Number: N/A N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Sp FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile&Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath:WA/felt Other: Stucco at foundation only BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 8 904 246-3747 • Fax 904 246-7126 Owner:Kolke Lot 44 Hidden Paradise 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump/Air Conditioner Brand Name, Model, Size: JANITROL CIU CPKE30-1A A/H A30-05 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers (except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, & Number: CODY One-way throw-11 Grilles Brand Name, Style, & Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, & Model: N/A Electronic Air Cleaner Brand Name, & Model: N/A Baseboard Heat Brand Name, Model &Numbers: N/A Stove Vent: N/A Dryer Vent: 4"metal Bath Vents: 3"diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 9 904 246-3747 • Fax 904 246-7126 Owner:Koike 74. PLUMBING: Lot 44 Hidden Paradise Waste Disposal-Public: City of Jacksonville Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of Jacksonville Beach Private: N/A Pressure Reducing Valve-Make & Model: N/A Gas Supply-Public: N/A Privat�N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply. Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue %4" House to Water Heater CPVC SCD40 Glue 3� House to Bathrooms CPVC SCD40 Glue 3/„TO 1/„ House to Kitchen Sink CPVC SCD40 Glue 3/"TO%2" House to Refrigerator CPVC SCD40 Glue 3 TO /2 1 /" " House to Dishwasher CPVC SCD40 Glue %"TO'h" House to Ice Maker N/A EEE Other: BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 Ponte Vedra Beach,FL 32082 CRC-022365 Page10 Page 10 904 246-3747 • Fax 904 246-7126 N Owner:Koike Lot 44 Hidden Paradise Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A 7ECloset ixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath#2 STERLINGSTERLING Elongated Elongated ChurchChurch ower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D- DELTA D- 2710LHP/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet &Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location, Type & Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type & Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 11 904 246-3747 • Fax 904 246-7126 Owner:Kolke Lot 44 Hidden Paradise Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink Eljer C/1 33x22 4 hole 33°x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Controlter Heater WaRHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington I Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 CRC-022365 Ponte Vedra Beach,FL 32082 Page 12 904 246-3747 • Fax 904 246-7126 Owner:Kolke 220 Hi h Voltage Wiring Detail: Lot 44 Hidden Paradise Item Wire Size Breaker Size Individual Circuit Stove Quantity #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other FDoorChimes 22/2 copper 10 VA RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 Ponte Vedra Beach,FL 32082 CRCPage 15 Page 13 904 246-3747 • Fax 904 246-7126 Owner:Kolke Lot 44 Hidden Paradise 110 Voltage Wiring Detail continued Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 Cl 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 4 3 Weatherproof Recept.. 15 amp #14/2 CU 2 Smoke Detectors 15 amp #14/2 CU 5 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name&Model Number Wire Size Quantity Dining Room FURNISHED BY OWNER 1 BrReaErWall akfast Nook Progress 4609-30 1 Recess with open trim 1 Bracket Progress 5602-11 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114-15 Bedrooms Progress 4609-30 4 4 Halls, Closet or Laundry Progress 3408-30 2 Garage 4'2 light wraparound 2 Kitchen 4'2 light wraparound 1 Garage(front wall bracket) Progress 5846-11 1 Front Porch (O/H) Progress 5805-11 1 LKch:en:Sjink(O/H) Recess with open trim 2 BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 Ponte Vedra Beach,FL 32082 CRCage 15 P 904 246-3747 • Fax 904 246-7126 Page 15 Owner:Koike 16. PAINTING: Lot 44 Hidden Paradise PAINT, EXTERIOR: COLORWHEEL CW#300 Number of Coats: 2: N/A Siding: Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: COLORWHEEL CW#350 2-coats Swiss Coffee L-4 Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material : N/A Size: N/A Gage or Weight: N/A Number of Downspouts: N/A Splash Blocks/Downspout Extensions: N/A Other: BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 Ponte Vedra Beach,FL 32082 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 16 Owner:Kolke 18. CERAMIC TILE: Lot 44 Hidden Paradise LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7'-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To 7'-0"AFF Bath #2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19. SPECIAL EQUIPMENT: Not Included Elsewhere Garage Door Opener Brand Name & Model: Pre-wire ONLY Attic Fan Brand Name& Model: N/A Skylight Brand Name&Model: N/A Roof Ventilator Brand Name& Model: N/A Smoke Detectors Brand Name& Model: Firex 4418 w/battery backup Intercom Brand Name&Model: N/A Style& Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 3 Burglar Alarm Brand Name& Model: N/A Other: BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 -022365 Ponte Vedra Beach,FL 32082 CRCPage 1 904 246-3747 • Fax 904 246-7126 Page 17 Owner:Kolke 20. LOT GRADING and LANDSCAPING: Lot 44 Hidden Paradise Lot will be final graded for proper drainage after or near completion of the house. F are footage and type of sod: 3,000 SF of Fioritam St. Augustinember and species of plants: 30-3 gallon plants (species varies with availability) dage and type of mulch: 4 yds. Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22.ALLOWANCES: . ITEM Manufacturer and Model/Style INSTALLATION Wallpaper, Materials, & Labor DATE (Tentative) N/A Floor Coverings -Carpet N/A Portico-Monte Carlo, N/A Floor Coverings-Vinyl Fascination or Illumination Armstrong- Memories N/A Range MAYTAG CRE 9400CE Dishwasher N/A Hood vent MAYTAG DWU7402 N/A MAYTAG H 304RA N/A Disposal Garbage Compactor, Refrigerator MAYTAG L20 N/A N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan & Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above Fertilizing & Labor N/A N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 -022365 Ponte Vedra Beach,FL 32082 CRCPage 1 904 246-3747 • Fax 904 246-7126 Page 18 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Bestcon Homes Pine Key, Lot 44 Paradise Prese&Wder: Bestcon Homes Address: Lot 44 Paradise Preserve Permitting Office: Atlantic Beach City, State: Atlantic Beach, Fl Permit Number: Owner: Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:42.0 kBtu/hr _ 3. Number of units,if multi-family 1 SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap: 18.0 kBtu/hr _ 5. Is this a worst case? YesSEER: 12.00 _ 6. Conditioned floor area(ft') 2197 ft2 - c. N/A - 7. Glass area&type Single Pane Double Pane _ - a. Clear glass,default U-factor 0.0 112 452.0 ft2 _ 13. Heating systems b. Default tint 0.0 ft2 0.0 W - a. Electric Heat Pump Cap:42.0 kBhvbr - c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF:8.10 8. Floor types - b. Electric Heat Purnp Cap: 18.0 kBtu/hr _ a. Slab-On-Grade Edge Insulation,0 R=0.0, 167.0 W _ HSPF:6.90 _ b. Raised Wood Stem Wall R= _ - c. I Others 60.0 ft2 - 9. Wall types - 14. Hot water systems a. Frame,Wood,Exterior R=11.0, 1744.0 ft2 a. Electric Resistance Cap:50.0 gallons _ b. Frame,Wood,Adjacent R=I 1.0, 179.0 ft' EF:0.91 c. N/A - - � b. N/A d. N/A - e. N/A c. Conservation credits 10. Ceiling types - (I-IR-Heat recovery,Solar a. Under Attic R=30.0,618.0 W _ DHP-Dedicated heat pump) b.Under Attic R=I 9.0,342.0 ft' _ 15. kNAC credits MZ-C,PT,MZ-H _ c. Single Assembly R=19.0, 1001.0 ft' (CF-Ceiling fan,CV-Cross ventilation, t 1. Ducts _ HF-Whole house fan a. Sup:Una Ret:Con. AH(Sealed):Garage Sup.R=6.0, 125.0 ft _ PT-Programmable Thermostat, b. Sup:Une. Ret:Unc. AH(Sealed):Interior Sup.R=6.0, 100.0 ft j MZ-GMultizone cooling, MZ.-H-Multizone heating) � Glass/Floor Area: 0.21 Total as-built points. 33339 PASS Total base points: 33698 -- -- ---- --- ------- I hereby certify that the plans and specifications covered i i Review of the plans and by this calculation are in compliance with the Florida specifications covered by this o4TKESo Energy Code. li r. y I t ti =; calculation indicates compliance PREPARED BY: !r_,y(� �., ,. with the Florida Energy Code. 1 L1r, a.�4: M! DATE: Before construction is completed a ►1 a v_-� . this building will be inspected for a I hereby certify that this buildi g, as designed, is in compliance with Section 553.908 rl, compliance with the Flori nergy COO. Florida Statutes. goo W16 OW R GEN BUILDING OFFICIAL: DATE: DATE: d EnergyGauge®(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 44 Paradise Preserve, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Paints .18 2197.0 20.04 7925.0 Double, Clear N 8.0 8.0 36.0 19.20 0.71 491.4 Double, Clear NE 8.0 8.0 9.0 29.56 0.59 155.7 Double,Clear W 1.5 18.0 9.0 38.52 1.00 345.4 Double,Clear W 1.5 18.0 16.0 38.52 1.00 614.0 Double, Clear W 1.5 18.0 36.0 38.52 1.00 1381.5 Double,Clear S 16.0 8.0 48.0 35.87 0.45 776.7 Double, Clear W 15.0 8.0 15.0 38.52 0.42 239.9 Double, Clear S 1.5 15.0 150.0 35.87 0.99 5330.4 Double,Clear E 1.5 8.0 45.0 42.06 0.96 1812.5 Double, Clear N 1.5 8.0 5.0 19.20 0.97 92.9 Double, Clear N 1.5 8.0 15.0 19.20 0.97 278.6 Double,Clear W 1.5 8.0 6.0 38.52 0.96 221.5 Double, Clear W 1.5 8.0 15.0 38.52 0.96 553.6 Double, Clear S 10.0 8.0 39.0 35.87 0.49 684.7 Double, Clear H 0.0 0.0 8.0 74.77 1.00 598.1 As-Built Total: 452.0 13576.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 179.0 0.70 125.3 Frame,Wood, Exterior 11.0 1744.0 1.70 2964.8 Exterior 1744.0 1.70 2964.8 Frame,Wood,Adjacent 11.0 179.0 0.70 125.3 Base Total: 1923.0 3090.1 As-Built Total: 1923.0 3090.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 35.0 6.10 213.5 Exterior 35.0 6.10 213.5 Adjacent Wood 19.0 2.40 45.6 Base Total: 54.0 259.1 As-Built Total: 54.0 259.1 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1480.0 1.73 2560.4 Under Attic 30.0 618.0 1.73 X 1.00 1069.1 Under Attic 19.0 342.0 2.34 X 1.00 800.3 Single Assembly 19.0 1001.0 5.64 X 1.00 5645.6 Base Total: 1480.0 2560.4 1 As-Built Total: 1961.0 7515.1 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB 0.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 44 Paradise Preserve, Atlantic Beach, FI, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 167.0(p) -37.0 -6179.0 Raised Wood,Stem Wall 19.0 90.0 -1.50 -135.0 Raised 150.0 -3.99 -598.5 Raised Wood,Adjacent 19.0 60.0 0.40 24.0 Slab-On-Grade Edge Insulation 0.0 167.0(p -41.20 -6880.4 Base Total: -6777.5 As-Built Total: 317.0 -6991.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 2197.0 10.21 22431.4 2197.0 10.21 22431.4 Summer Base Points: 29488.5 Summer As-Built Points: 39881.0 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 39881.0 0.700 (1.081 x 1.147 x 0.95) 0.284 0.902 8131.5 39881.0 0.300 (1.090 x 1.147 x 0.86) 0.284 0.902 3484.9 29488.5 0.4266 12579.8 39881.0 1.00 1.135 0.284 0.902 11616.4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB 0.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 44 Paradise Preserve, Atlantic Beach, FI, 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 2197.0 12.74 5038.2 Double,Clear N 8.0 8.0 36.0 24.58 1.02 901.0 Double,Clear NE 8.0 8.0 9.0 23.57 1.04 221.5 Double,Clear W 1.5 18.0 9.0 20.73 1.00 186.8 Double,Clear W 1.5 18.0 16.0 20.73 1.00 332.1 Double, Clear W 1.5 18.0 36.0 20.73 1.00 747.2 Double,Clear S 16.0 8.0 48.0 13.30 3.51 2237.4 Double,Clear W 15.0 8.0 15.0 20.73 1.22 379.2 Double, Clear S 1.5 15.0 150.0 13.30 0.99 1983.5 Double,Clear E 1.5 8.0 45.0 18.79 1.02 862.5 Double, Clear N 1.5 8.0 5.0 24.58 1.00 123.0 Double, Clear N 1.5 8.0 15.0 24.58 1.00 369.0 Double,Clear W 1.5 8.0 6.0 20.73 1.01 125.8 Double, Clear W 1.5 8.0 15.0 20.73 1.01 314.4 Double,Clear S 10.0 8.0 39.0 13.30 3.09 1600.6 Double,Clear H 0.0 0.0 8.0 19.86 1.00 158.9 As-Built Total: 452.0 10542.6 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 179.0 3.60 644.4 Frame,Wood, Exterior 11.0 1744.0 3.70 6452.8 Exterior 1744.0 3.70 6452.8 Frame,Wood,Adjacent 11.0 179.0 3.60 644.4 Base Total: 1923.0 7097.2 As-Built Total: 1923.0 7097.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 35.0 12.30 430.5 Exterior 35.0 12.30 430.5 Adjacent Wood 19.0 11.50 218.5 Base Total: 54.0 649.0 As-Built Total: 54.0 649.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1480.0 2.05 3034.0 Under Attic 30.0 618.0 2.05 X 1.00 1266.9 Under Attic 19.0 342.0 2.70 X 1.00 923.4 Single Assembly 19.0 1001.0 1.86 X 1.00 1861.9 Base Total: 1480.0 3034.0 1 As-Built Total: 1961.0 4052.2 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 44 Paradise Preserve, Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 167.0(p) 8.9 1486.3 Raised Wood,Stem Wall 19.0 90.0 0.80 72.0 Raised 150.0 0.96 144.0 Raised Wood,Adjacent 19.0 60.0 2.20 132.0 Slab-On-Grade Edge Insulation 0.0 167.0(p 18.80 3139.6 Base Total: 1630.3 As-Built Total: 317.0 3343.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 2197.0 -0.59 -1296.2 2197.0 -0.59 -1296.2 Winter Base Points: 16152.4 Winter As-Built Points: 24388.4 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 24388.4 0.700 (1.060 x 1.169 x 0.95) 0.421 0.902 7424.8 24388.4 0.300 (1.069 x 1.169 x 0.88) 0.494 0.902 3735.5 16152.4 0.6274 10134.0 24388.4 1.00 1.145 0.441 0.902 11100.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugee/FlaRES'2001 FLRCPB 0.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot 44 Paradise Preserve,Atlantic Beach, Fl, 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 2746.00 10984.0 50.0 0.91 4 1.00 2655.47 1.00 10621.9 As-Built Total: 10621.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 12580 10134 10984 33698F11616 11100 10622 33339 PASS 04 fHESTAr�Q" EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge(WIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot 44 Paradise Preserve,Atlantic Beach, FI, 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/ssc.ftdoor 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. +. i 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 orjoint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed v- _ 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 a installed that is sealed at th_e 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 mace,tested. Multi-storyHouses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, � have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must_be met or exceeded by all residences. _ — -- --- -- ----- -- - — COMPONENTSSECTION _ REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided. Extemal or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal - --- —-- efficiency of 78%. Shower heads 612.1 _ Water flow_ must be restricted to no more than 2.5 gallons per minute at 80 PSIG. " Air Distribution Systems 610.1 All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated, and installed in accordance with the criteria of Section 610. M, - _ Ducts in unconditioned attics:R-6 min. insulation. HVAC Controls 607.1 _ Separate readily accessible sy manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeim DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.6 The higher the score,the more efficient the home. Lot 44 Paradise Preserve, Atlantic Beach, FI, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:42.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 1.2.00 _ 4. Number of Bedrooms 4 _ b. Central Unit. Cap: 18.0 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 12.00 _ 6. Conditioned floor area(ft') 2197 ft2 c. N/A _ 7. Glass area&type Single Pane Double Pane - - a. Clear-single pane 0.0 ft2 452.0 ft2 _ 13. Heating systems b. Clear-double pane 0.0 ft2 0.0 ft' _ a. Electric Heat Pump Cap:42.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft' 0.0 ft'- , HSPF:8.10 _ d. Tint/other SHGC-double pane b. Electric Heat Pump Cap: 1.8.0 kBtu/hr _ 8. Floor types _ HSPF:6.90 _ a. Slab-On-Grade Edge hisulation,0 R=0.0, 167.0 ft' .^ c. N/A _ b. Raised Wood,Stem Wall R=19.0,90.0 ft2 _ c. 1 Others 60.0 ft2 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1744.0 ft' _ EF:0.91 _ b.Frame,Wood,Adjacent R=11.0, 179.0 ft' _ b.N/A c. N/A d.N/A _ c. Conservation credits _ e. N/A (HR-1-teat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,618.0 ft' _ 15. HVAC credits MZ-C,PT,MZ-H _ b.Under Attic R=19.0,342.0 ft' _ (CF-Ceiling fan,CV-Cross ventilation, c. Single Assembly R=19.0, 1001.0 ft' HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Con. AH(Sealed):Garage Sup.R=6.0, 125.0 ft - MZ-C-Multizone cooling, b. Sup:Unc. Ret:Unc. AH(Seal ed):Interior Sup.R=6.0, 100.0 ft MZ-1-1-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) OkiZ'HE S'r in this home before f ins ection. Otherwise, a new EPL Display Card will be completed o� based on installed ode co lia features. t� but Builder Signatures Date: Address of New Home: � Q� - City/FI.Zip: / �[. � QL:f�(N . .f��0D *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86,for a US EPA/DOE EnergyStar designation), your home may qualify for energy effzciency 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 www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGa.uge©(Version: FLRCPB v3.30) RIGHT-J BUILDING ANALYSIS REPORT Zone Down Energy Design Systems 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net r + Mal + IM1,11111 + , For: Bestcon Homes, Pine Key Plan North Florida, FI Design + + . Htg Clg Infiltration Outside db(OF) 39 92 Method Simplified Inside db(OF) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity(%) - 50 Moisture difference (gr/Ib) - 65 Walls Ducts Component Btuh/ft2 Btuh %of load Infiltration Walls 3.0 2726 9.8 / F Ykp Windows 23.9 8709 31.4 Wnd-s i tt` Doors 15.2 820 3.0 Ceilings 1.3 3282 11.8 'm" Floors 26.7 4464 16.1 Floors Infiltration 15.3 6396 23.1 Dnnrs Ducts 1320 4.8 Total 27716 100.0 + + + Component Btuh/ftZ Btuh %of load Walls Internal Gains Walls 2.5 2280 7.7 \ Dads Windows 41.3 15038 50.5 Inflltration Doors 12.7 686 2.3 f Ceilings 1.9 4773 16.0 Floors 0.0 0 0.0 y Infiltration 5.3 2215 7.4 Windows callings Ducts 2709 9.1 Internal gains 2100 7.0 Doors Total 29801 100.0 Cooling at 85 % SHR = 2.8 ton Cooling air flow= 562 cfm/ton Cooling at 70% SHR = 3.4 ton Cooling at 400 cfm/ton =4.0 ton Overall U-Value= 0.150 Btuh/ft2-°F Data entries checked. A wrightsoft Right-Suite Residentialm 5.0.66 RSR29784 2004-Nov-20 16:56:00 /CCA C:\Documents and Settings\customer\My Documentsmrightsomaestcon Homes Pine Key 2197.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Down Energy Design Systems 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project - o _ For: Bestcon Homes, Pine Key Plan North Florida, FI Notes: Design Information Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 °F Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 27716 Btuh Structure 29801 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 27716 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 28907 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 4418 Btuh Area (ft') 1527 1527 Total latent equip. load 5108 Btuh Volume (ft3) 12216 12216 Air changes/hour 0.86 0.49 Total equipment load 34015 Btuh Equiv.AVF (cfm) 176 101 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. ,-„ w1r10htsafit Right-Suite Residential' 5.0.66 RSR29784 2004-Nov-20 16:56:00 ACCP. C:\Documents and Settings\customerwy Documents\wrightsoft\Bestcon Homes Pine Key 2197.rsr Page 1 RIGHT-J BUILDING ANALYSIS REPORT Zone Up Energy Design Systems 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.not r Information For: Bestcon Homes, Pine Key Plan North Florida, FI Design Information Htg Clg Infiltration Outside db (°F) 39 92 Method Simplified Inside db(°F) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity(%) - 50 Moisture difference(gr/Ib) - 65 Heating Ducts Component Btuh/ft' Btuh % of load walls Infiltration/ Walls 3.0 2222 22.2 Windows 25.4 2233 .22.3 Doors 0.0 0 0.0 ; y Ceilings 1.3 1262 12.6 Floors Floors 26.7 2459 24.6 NAnd0YV5 Infiltration 15.3 1347 13.5 Ducts 476 4.8 Total 9999 100.0 Component Btuh/ft' Btuh % of load walls. Internal Gains Walls 2.5 1858 18.0 Ducts Windows 49.0 4309 41.8 Infiltration Doors 0.0 0 0.0 ,, Ceilings 1.9 1836 17.8 ' Floors 0.0 0 0.0 t 'caul y9 Infiltration 5.3 466 4.5 Ducts 937 9.1 wn�"tea! Internal gains 900 8.7 Total 10306 100.0 Cooling at 86 IN, SHR= 1.0 ton Cooling air flow= 569 cfm/ton Cooling at 70% SHR = 1.2 ton Cooling at 400 cfm/ton = 1.4 ton Overall U-Value= 0.132 Btuh/ft2-°F Data entries checked. .-$- wrj0ht5oft Right-Suite Residential'"5.0.66 RSR29784 2004-Nov-20 16:56:00 ,4CCK C:\Documents and Settings\customer\My Documents\wrightsoft\Bestcon Homes Pine Key 2197.rsr Page 2 RICHT-J LOAD AND EQUIPMENT SUMMARY Zone Up Energy Design Systems 1065 Oak Vale Rd,Jacksonville,F!32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net Project For: Bestcon Homes, Pine Key Plan North Florida, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 9999 Btuh Structure 10306 Stuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 9999 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 9997 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heatin Cooling Infiltration 930 Btuh Area (ft2) 670 670 Total latent equip. load 1620 Btuh Volume(ft-3) 6030 6030 Air changes/hour 0.37 0.21 Total equipment load 11617 Btuh Equiv.AVF(cfm) 37 21 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>Itsc3ft Right-Suite Residential T-5.0.66 RSR29784 2004-Nov-20 16:56:00 XCO, C:\Documents and Settings\customer\My Documents\Wrightsoft\Bestcon Homes Pine Key 2197.rsr Page 2 Owner:Kolke Lot 44 Hidden Paradise 1101/olta a WiringDetail: Location Breaker Wire Number a&T Size Size Ty Number of Receptacles of Switches Lights Kitchen/Nook 20 amp #12 CU 4 4 15 Dining/Family 15 amp #14 CU 6 3 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 0 Master Bath 15 amp #14 CU 2 2 1 Guest Bath 15 amp #14 CU 2 2 Bath #1 1 Bath#2 Master Bedroom 15 amp #14 CU 3 2 5 Bedroom #1 15 amp #14 CU 1 15 Bedroom#2 15 amp #14 CU 1 1 Bedroom#3 4 Closet#1 15 amp #14 CU 0 Closet#2 1 0 Closet#3 Closet#4 -------------- Clothes Washer 15 amp #14 CU 0 1 2 Garage 15 amp #14 CU 1 2 2 BESTCON,INC. 4400 Marsh Landing Blvd.Ste 6 Ponte Vedra Beach,FL 32082 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 14