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908 Paradise Circle (vault) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 F'. �P/Will Application Number . . . . . 05-00031375 Date 6/26/06 Property Address . . . . . . 901 PARADISE CIR Tenant nbr, name . . . . . . NEW SFR 1473 RAD/2334 SUR Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 265770 Owner Contractor - - - ---- -- - - - -- - - - - - - - -- - - --- - --- -- - - --- - ----- - -- BESTCON INC 4400 MARSH LANDING BOULEVARD SUITE 6 PONTE VEDRA BCH FL 32082 (9 04) 246-3747 ------- - - --- - --- - - -- - --- --- --- - - - - - -- - - - - - - -- - --- - -- - - -- - ------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 10/07/05 Valuation . . . . 265770 Expiration Date . . 4/06/06 -------------- - -- --- - -- --- ---------------------- --- -- ------ ----- ------------ Special Notes and Comments PERMIT CREATED AT NO CHARGE DUE TO ERROR IN ENTRY. ORIGINAL PERMIT 05-31202 . Fee summary Charged Paid Credited Due - -- --- -- - -- -- - - - - - -- -- - - - - - - - - -- - - - - - -- -- -- - --- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031375 Date 6/26/06 Property Address . . . . . . 901 PARADISE CIR Tenant nbr, name . . . . . . NEW SFR 1473 RAD/2334 SUR Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 265770 Owner Contractor --------------------- -- - ------- ------ ----------- BESTCON INC 4400 MARSH LANDING BOULEVARD SUITE 6 PONTE VEDRA BCH FL 32082 (904) 246-3747 ------------------ --- -- --- -- ------ ----------- ------- - --- -------------------- Permit MECHANICAL PERMIT Additional desc . . Sub Contractor . . CHAPPELL CONSTRUCTION, INC. Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . 2/08/06 Valuation . . . . 0 Expiration Date . . 8/07/06 ------------------ --- -- ---------------------- --- - -- ----- -------------------- Special Notes and Comments PERMIT CREATED AT NO CHARGE DUE TO ERROR IN ENTRY. ORIGINAL PERMIT 05-31202 . Fee summary Charged Paid Credited Due ----------------- - --------- ---------- --- ----- -- ---------- Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION �Date: C� Property Address: Owner: c N Telephone#: Contractor: C� f T X C Telephone#: Contractor Address: l I CC4 . v Fax#: Contractor Signature:le i) C�4a L!�qAo In consideration of permit given for doing the work as desc ov 4f in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part h and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Electric Ll LlGas: _LP _Natural ,Central Utility ❑ Oil ❑ Other—S ec' MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK J1 Heat _Space _Recessed �ntral _Floor W Residential It Air Conditioning: Room CXCentral rj Duct System: Material Th' kness E:],, ,ommercial Maximum capacity O O cfm El Refrigeration New Building ❑ Cooling Tower:Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _— Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) / LiTanks (Number) a` New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency Z71— ZY HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ei.2t]antic-beach.tl.us Revised 1/04 CITY OF ATLANTIC BEACH 'J PERMIT CALCULATION SHEET Date: rT - /Cc - 05 Address q d / �F R,4 Q i�SF L O} N G - /V t,J S 1= 12 Heated Square Footage 1 9 8 1 @$ l0 1 per sq ft= $ q arae Shed �/ 5�3 @$ 5S' per sq ft= $—� J Carport Porch 2�� @$ 4(Z per sq ft= $ Deck U —@ $ O per sq R= $ Patio —1 2- J�`��T�pa @$ per sq$= $_ IoM TOTAL VALUATION: $ Total Valuation 1St $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: _a S-_2 + t/2 Filing Fee $ FLOOD ZONE: (o) Fireplaces @ $35.00 ' IMPERVIOUS SURFACE: < Sd o BUILDING PERMIT FEE $ WATER IMPACT FEE $ 6 3 o / SEWER IMPACT FEE $ o WATER METER/TAP $ CAPITAL IMPROVEMENT$ 3 2 Sr SEWER TAP $ D C (1413 RADON HRS .0050 $ . b3Co ✓ SECTION H PAVING ( ) $ O — CROSS CONNECTION $ 3 S ✓ ST(2 3@ SURCHARGE $ 1/ ,08 ✓ OTHER $ , GRAND TOTAL DUE: $ 1/13/03 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD sl ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00032902 Date 6/26/06 Property Address . . . . . . 901 PARADISE CIR Tenant nbr, name . . . . . . EARLY POWER Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -------- -- -- -- - -- -- - -- -- --- - -- - - - - --- -- - - --- - - - - DYNAMIC ELECTRIC COMPANY PO BOX 16351 JACKSONVILLE FL 32245 (904) 726-8144 ---- -- - - - -- - -- -- - - - - - - - - - - - - - - - - -- - --- - - - - - -- - --- - - -- - - --- - - - - -------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 300 . 00 Plan Check Fee . 00 Issue Date . . . . 5/10/06 Valuation . . . . 0 Expiration Date 11/06/06 Fee summary Charged Paid Credited Due - -- - ---- - -- ---- - - - - -- ------ -------- -- -- -- -- -- - - ---------- Permit Fee Total 300 . 00 300 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 300 . 00 300 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 85/02/2006 08:28 7268117 PAGE 01 DVMAMMC C&JRCIMSC. INC, •�Ct�whMtsit.l�ee+wt CT., r 4 p� JJt4maos wLA.it 2 i 1'Mc..iww ams.n. at.•��a�s� N� a aaao A r t�er e c. . fr.. r- ,4 r 17 e r vq5 © w h e r" s 1� y �� 1 gi4r /y ro C-w Cr' Q. v ld fidrese less The C:ty + ,¢T1,+"*•'C Fecal ,�¢rr►r r?�s p mac.�- sK`�Y sub �+►; �tc� 05/02/2006 08:28 7268117 *� PAGE 01 DVMAO*tC WO-ACTMOC. INC. se"Comp &Tt lww&fw CT.. &!Qo JACKOCWV&LA. OIL 3*214 13 1Y IV1 ac�s,«Ar.A• V.•lfti0� � r Y �erl� � w S � � w•�+�- J7 �uk. i C � 1 e c. . -Pero.,; fIW 04 » OtW 3 A : b g f: R A r 17 Qo w e r AS 0wi 9kc� 1 ,F,rPr /r pp w c r et,su d w ti �►v ld Ha-e-m /eS S T/% e C.'V'-Y e F c !.* eq/ To .�. f� 'b i ^-e �-- rj 1JiJ\ sf CITY OF ATLANTIC BEACH 1, 7 ELECTRICAL PERMIT APPLICATION Date: 2. O (o Property Address: L-71 Owner: O- _ Telephone#: Contractor: & h Telephone#• Contractor Address: Fax#• Contractor Signature: In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New ❑ Residence ❑ Temp. ❑ New being done on this building Or site,list the building ❑ Old ❑ Commercial ❑ Signs ❑ Increase Permit number: ❑ Re-wire ❑ Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Meter Number Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER I H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. ign Miscellaneous 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ei.atiantic-beach.fl.us Revised 1/04 LViIIIy CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027646 Date 6/26/06 Property Address . . . . . . 901 PARADISE CIR Tenant nbr, name . . . . . . TEMP POLE 50AMP, 1PH, 3W Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --------- -- -- - -- -- - -- - - - ----- -- - - -- --- ---- --- --- DYNAMIC ELECTRIC COMPANY PO BOX 16351 JACKSONVILLE FL JACKSONVILLE FL 32245 (904) 726-8144 ------- ------- -- -- -- - - - -- - -- - --- - ---- --- --- --- - - -- - -- - -- - ----------- ---- ---- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . 2/04/04 Valuation . . . . 0 Expiration Date 8/11/04 Fee summary Charged Paid Credited Due ------- -- -- ---- -- -- --- --- - - --- - - ----- - -- ---- --- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION TO THE CHIEF ELECTRICAL,INSPECTOR: DATE: 20 dmf IMPORTANT NOTICF: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, 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 ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. 47 ELECTRICAL CONTRACTOR.: `4) f MASTER ELECTRICIANS SIGNATURE:--. OWNER OF PROPERTY: \lu JOB ADDRESS: ccl:z' RES.( APT.( COMM.( PUBLIC( INDUS.( NEW( OLD( REW.( ADDITION( ) TRAILER( ) TEMP.V-Y-- SIGNS( ____________SQ, FT. SERVICE: NEW(--y— INCREASE( REPAIRS I CONDUCTOR SIZE AMPS: COPPER AL UM. FEES SWITCH OR BREAKER S0 AMPS I PH W VOLT RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO, SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED ] OPEN TOTAL I 0.30AMPS 1 3 SWITCHES INCANDESCENT FLOURESCENT& M.V. FIXED 0.100 AMPS. APPLIANCES BELL-TRANSF, 7T- ;4-1p - AIR H.P, RATING-- -T1H.P. RATING c --T----TEI . KW-HEAT CONDITIONING COMP. MOTOR—{I OTHER MOTORS AMPS j HE,Al 0-1 7- OVER MOTORS_L­!LP, VOLTAGE + PHS NO, I H.P. VOLTAGE PHS MISCELLANEOUS —­T UNDER—EC A/ �'VER 600V ' TRANSFORMERS: I 4NO. KVA NO. 4KVA NO.NEON TRANSF. I NO ] VAI A SWITCH FLASHERS EACH SIGN MOTOR SIZE I I 800 Seminole Road* Atlantic Beach, Florida 32233-5445 Phone:(904)247-5800- Fax: (904)247-5845* http://www.ei.atiantic-beach.1l.us Revigi-A Wt 1'1 Yf11 " j yAli- ` �' CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027627 Date 6/26/06 Property Address . . . . . . 901 PARADISE CIR Tenant nbr, name . . . . . . CONST. AND SALES TRAILER Application description . . . CONSTRUCTION TRAILER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---- ---- - -- -- -- - -- - -- - - - -- - -- - -- -- -- - --- --- ----- BESTCON, INC. 4400 MARSH LANDING BLVD SUITE 6 PONTE VEDRA BCH FL 32082 (904) 246-3747 --------------- -- --- ----- ------------------ ---- --- -- -- ------- ------ -- ------- Permit . . . . . . CONSTRUCTION TRAILER Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee . 00 Issue Date . . . 2/03/04 Valuation . . . . 0 Expiration Date 8/01/04 Fee summary Charged Paid Credited Due --- ------ --- --- -- - -- ------- ------- --- - -- --- - -- - -------- -- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Jan-29. 2004 12:07PM BESTCON, Inc. No-2297 P I CITY OF ATLANTIC BEACH PERMIT APPLICATION Q� do4f Ia14� Job,Address: I� Owner of Property: Cf�l�t t' r l /� C Address: Ana �n��a J-UI JP. p PVR r/ Telephone: T 3W7 Legal Descr on: Block Number: ✓ Lqt Number: Zoning District: Contractor: r State Lictnse Number: Contractor's Address: 6b Lad f Telephone:--� .; � Fax Descri,��� cypolei,}sse and worle� be done: Present'Juse(of�land or bu�ildi*s): — AZ ke�:Q–= Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application Will this ect involve changes in elevation,site grade or any use of rdl material or the removal of any trees? ETNO. Applies • tee that no change in site grade or fill material will be used on.this project. YES. ep 2 below. Approval of the Public Works Department isrequired prior to inushce of a Building Permit. O. Applicant certifies that no trees will be removed for this project_ YES. Removal of Trees Arial be required for this project. FREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by'the Tree Conservation,Board,which meets two times each mouth. Procedure: In order to.a:pedite issuance of pers,please follow all sopss and provide all information as annronriate, In,complete applications mmit ay result in delay In issuance of permit. SCEP 1. Attach Tree Romoval Application if uto are to be removed or relocated I bereby panify that alLinformad provi with this applicatica is=TOM h Signature of Owner: Dau• l! I hereby Ontify thea I have read and examined this application and know the same to be true and eorrea All provisions of the laws end ordinances governing this type of work will be complied with,wkther specified herein or not. The gtammg of a persalt does not presume to give authority to violate or cancel the provisions of any*deral,state or local rules,regulations,ordnaam,or laws in any manner,including the governing of catsa ucuon or the performance of consbumon of the propcny. I understand that the issuamce of thus permit is aorttingew upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required 800 Seminole Road •Adantic Beach,Florida 32233-5445 Telephone: (904)247-5800 .Rax: (904)247-5845 •bttp:tfwww.ci.atlautie-beaeh.ft.us Page 1 Revised 1/1403 is CITY OF ATLANTIC BEACH }lis 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032269 Date 6/26/06 Property Address . . . . . . 901 PARADISE CIR Tenant nbr, name . . . . . . NEW SRVC 200AMP/240V Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -- - ----- -- - - --- -- - - - - - - - ---- --- -- - - - - --- -- -- -- -- DYNAMIC ELECTRIC COMPANY PO BOX 16351 JACKSONVILLE FL 32245 (904) 726-8144 ---- ------ ---- -- -- - - - --- -- - - - ----- - ---------- - -- ------ ---- ------------------ Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 105 . 00 Plan Check Fee . 00 Issue Date . . . . 2/07/06 Valuation . . . . 0 Expiration Date 8/06/06 Fee summary Charged Paid Credited Due --- ----- ---- ----- - --------- - ---- - - --- ----- --- -- --- ------- Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Property Address: —L& - 7147 Telephone 4, Owner: 477, Contractor: , tbuwiamue� Telephone $0: Contractor Address: 3;'c2oQ Fax#: Fr V cion of permit given for doing the work as described in the above stalemeriL 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,2 actice listed therein. BUD Bull ing Type: 3 Trailer Se", e-. If in other construction is being done or thk building New Or site,list the building :!�Nt Buts :3 Temp. A' New a Old U Commercial a Signs 0 Increase Permit nurribm Q Re-wire a Addition Sq, ft 0 Repair Conductor Sue oANI.PS7 COPPER.— AL UNIMITTM Switch or R.ACE BreakerW VOLTcA'W W AY__j Existing Service RACE i Size AMPS R PH VOLT Feeders: NO. SIZE NO SIZE NO SIZE i Ligating Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Incandescent Worescent M.V. fixed 0.100 AMPS OVER BELL A liances TRANSFER. Air H.P.KkTNG CEILING KW-HEAT C_0'nditionj2A_ COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0.1 HY, VOLT–GE PH I NO. I OVER I DER400V _QV fA6QOV Transformers NO. KVA NO. KVA No.Neon Transf T E Miscellaneous 800 Seminole Road - Atlantic Beach,Florida 32233-5445 Phone- (904)247-5800- Fax: (904)247-5845 o http://www.ci.stiontic-beacb.fl.us CITY OF ATLANTIC BEACH � 'I 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 r j Jlfl�`' Application Number . . . . . 05-00031731 Date 6/26/06 Property Address . . . . . . 901 PARADISE CIR Tenant nbr, name . . . . . . INSTALL 18 FIXTURES Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -- --- -- -- -- - - - -- -- - - - - - - --- -- - - - - - - -- - -- - --- -- -- DON HARRIS PLUMBING P.O. BOX 14668 JACKSONVILLE FL 32210 (904) 772-0900 - -- ----- - --- -- - -- --- -- -- - -- -- - - - - - - -- - -- - ---- - -- - -- --- - -- ---- --------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 161 . 00 Plan Check Fee . 00 Issue Date . . . . 12/01/05 Valuation . . . . 0 Expiration Date 5/31/06 Fee summary Charged Paid Credited Due - - -- - --- -- - ----- - - - - - ------ - - --- - - -- - - - - -- - - - - - -- ------ -- Permit Fee Total 161 . 00 161 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 161 . 00 161 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Jry�s J CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032719 Date 6/26/06 Property Address . . . . . . 901 PARADISE CIR Tenant nbr, name . . . . . . SPRINKLER SYSTEM 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 . . . . 4/07/06 Valuation . . . . 0 Expiration Date 10/04/06 Fee summary Charged Paid Credited Due - - ---- - -- - -- - -- - - --- ---- - - - -- - - - - -- -- - -- --- --- - ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC REACH ORDINANCES AND THE FLORIDA BUILDING CODES. ' CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: Property Address: �� Pnl Y ad s-e Ln Owner: C p Telephone#: Contractor: DDn 4C�jr r Is P1�-xm�DIrk 6\ Telephone#: Contractor Address: `-t V2.!q S ��V ct 1 Fax#: In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: / If other construction is being done on this building or site, ®/New list the building permit number: ❑ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks I Disposals Urinals Floor Drains Washing Machine Lavatory I Water Sewer ( Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00= 800 Seminole Road .Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904) 247-5845. http://www.ci.atlantic-beach.fl.us Revised 1/04 „08.!1'6,/2005 16:08 FAX 904 432 1151 VENTURE TITLE i BESTCON U002 Doc 0 2005305186, OR 8K 12694 Page 833, Number Pages. 2, Filed & Recorded 08/18/2005 at 10:19 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18,50 w Pam M No, Tax Fella We. MCMCE OF COMENCEMEW STAVE OF FLOH164 V COUNTY OF OUIVAL The urdenyted harWY ynea rWca mrtlmpn>tranwta wal M r, to ea-%k,rod pwwry.aw in wwdar wah mcbm 710 FbAda C�L bZabae,the rabpUlnO vaamaden la pudrsad in tNa ralke d maunat><aMWL -� 1. vampofpop”(eprdeampuonw ,da„Wb&)_Swp ,ihiC "A" �•S a OwmaldaamdwanolnQ & Other Improvements 3. o.,w lMlmtatlorc fa) Name andAdmemc-BESTCON, Inc. 4400 Marsh Landing Blvd., Ste. 6 Ponte Vectra, FL 32082 (b) Ch-W*►Ww"h oa abA of ar Mpfok*1.=o(e dtw nun Na alrrmle M1a--)Fee SimIe (o) Nam.and Addnra d tee almpb et)a Mpar(tl oder nun oA*ar)� +. C .m.AES=N, Inc 4400 Maxah Landing Blvd. Ste. 6 Ponte Vedra, FL 32082 W NUM and Addroa;_ (o) Plt.No. 9044-246-3747 (h Fez No. (0(Rlonat b aAnlea b/htc r acnpmble) E. Suveb'on airy paNnem W4,. (a) Name and Adaam!„ (b) PMMA No. (C) Fm No. (OpmrW,d awlea by fa r acLapmbM) Id) Amours d emd 6 i 9, LMder eraddrq loon for IM conabudlCn of the ftrawrnan4l (a) Name KM Ad&NW WWwb Sark NA,AMrelen; C*Vw oon Loan Admh6iMion,21a N.Hogan SVW.,laeuaerwbla,R SZ2ff2 (b) Ph"No.90&40 IM 7. Peso wnNn dM Shte of Morals deaVwLed by owW upon whom notloea may be Awad as poNdad by SaMon 71a•la(1)(a)7.Fwda 3tetuma: (p) Name arta AtlOau-_ ! (b) phone Na Fah Ne. (opHUW,aWrAl Mem r acwPOW a. %additn In named,0urar dm*nbhh the EA7**Q Pnm to bees a eoPY of d>e Ilertotll roam ae PM~a Baetrn 713.13(1)(b), Fanta.sumo: (a) Nameand Addtaaa" (b) Phona No. (d Fez No. (Opl10rg1,M aervloe nytmt at aeeyptatty) i P• e-p(r m dale of nonce of comma ewl»nl((he az moon date is one(1)yw tmm ttm dav ot maw"mwa a 04mm loon Ia apadllMd)� 0 a1441TWK&P 8TA'4E OF FLOR1pA couNtY of -ps1 Ys1 m.lotapolro Winman w.w,%nmbdeed Wove ma M I 0rn door _ � by Pad W.Nbltob,the Prmidaro es OECTCON.INC,a caporeWn.HA Ea g nenanr krrotun U ma or pad�oaA o Ax Nanalfua�n. (S ) (Prw NO* Notwy PuW6 guns ata Cotaay wWau a corntaaalen w My comnlnalan mtplrw O""N. 1G I.6W1$ M1'00N1OS90N 1 f101S67N �'� E7a'1RRRAryN.T-0db t�AaT RNs.,piw�ArmG Mnn/Nen Received Time Aug • 18 , 5 : 16PM Exhibit OA' Lot 1,PARADZE PRESERVE,according to the Piet ttvereof,ae rewrded In Plat Book$7, Pages 31,31A through 31C,of the Current Public Records of Duval County,Florida. CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # �,_ . Property Address: 77 Applicant: %oc) Project: /V u,) J ri Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. o Your permit application has been reviewed by the Public Utilities Department and the following items need attention: 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 questionsl please call (904) 247-5834. Reviewe y onna Kaluzniak, Public Utilities Director L= / Date Signature Contractor Notified Date CITY OF ATLANTIC BEACH OWNER/BUILDER AFFIDAVIT a] Date: ( � Job Address: 90� �Qt'��i( (SQ (-<I fLQ CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE— OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE" THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISS OF AN OWNER-BUILDER PERMIT. �lr o RENEE GAIL RUSS ., MY COMMISSION*DD448M EXPIRES:July 10,2009 POVERTY OWNER/BUILDER (40�308-0183 FWdo Notary Sw%imOOM SWOki,I TO AND SUBSCRIBED BEFORE ME THIS OF 20 cO NOTARY PUBLIC MY COMMISSION EXPIRES: N(r,'r: PHRASES UNDERLINED ABOVE. IH. Energy Code Information: 1. Is the current energy code form completed properly and signed; RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS correct climate zone and correct jurisdiction? (FBC 13-600) Yes V 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? Yew/ No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes No N/A✓ (FBC 13-602.1.ABC.1,1) q 4. Is the"R"value for added insulation on exterior walls shown? Yes V/ No NIA PLANS EXAMINER: e ✓'� DATE: i if�l '0 S 5. Is the"R"value for ceilings shown? (FBC 13-604.1.ABC.1) Yes ✓No N/A 6. is the"R"value for raised floors shown? (FBC 13-605) Yes No N/A✓ OWNER:_____2 S 1 _0 I. JOB ADDRESS:Y-0 t Lstl. 7. Are Energy Credits Claimed? Yes✓No N/A N7 A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yes✓ No NIA CONTRACTOR: B � C O PHONE NUMBER: 4 `t3 7Y/ B. White Roof Credit (FBC 13-607.I.A.5) Yes V' No N/A C. Programmable Thermostat (FBC 13-600.1.A.3.5) Yes�/No N/A (CIRCLE) 1. Survey: IV Foundation Plan: 1. Is a specific purpose survey submitted? Yes No NIA I. Are all footings shown,including interior bearing walls, 2. is correct Flood Zone shown? Yes No N/A Column pads and concentrated loads? Yes No N/A 3, Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes✓No N/A in an"A"or"V"zone? Yes No NIAJ 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 NIA 4. Is minimum concrete PSI shown? Yes✓No N/A S. Is property in a flood way? Yes No N/A ✓ 5, is slab reinforcement shown? Yes No N/A 6. Is flood way line shown? Yes No NIA A. Wire mesh size and gauge? Yes• No N/A✓ B. Fibermesh reinforcement? Yes No N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes✓ No N/A H. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes/ o N/A 1. Are plans sealed by architect or engineer? Yes✓ No N/A 8. Is type of soil treatment for termites shown?(FBC 18 16) Yes✓No NIA A. Are structural calculations submitted? Yes 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 ofnot less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes✓No N/A 3. Is exposure category shown? (FBC 1606.1.8) Yes✓ No N/A 10. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 1606? Yes;""No N/A (FBC 1805.1) Yes No NIA Woo' 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes✓ No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? Yes✓No NIA 1. Is finished grade shown? Yes v1"No NIA 7. Does structure meet requirements of FSC Table 500 for number of 2. Is minimum floor elevation shown? Yes✓ No NIA stories and allowable area? Yes✓No N/A A. Minimum 8"above adjacent grade? Yes VI"No NIA 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes• No NIA for structural elements? Yes / No N/A C. Base flood elevation? Yes No N/A%/ 9. Are plans designed per SSTD 10-99? Yes No NIA✓ 3. Is minimum footing depth beneath finished grade shown? Yes✓No N/A A. Are all appropriate charts and tables shown? Yes No NIA,/ (FBC I804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A s/ 4. Are all footing sizes shown? Yes✓No N/A to. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes v!;AVo N/A Construction in High Wind Areas"? Yes No N/A✓ & Is vertical reinforcement shown? Yes✓ No N/A A. Are all appropriate charts and tables shown? Yes No N/A%/ 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No 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 furring shown? Yes No N/A✓ High Wind Areas? Yes✓No N/A C. Is exterior wall insulation shown? Yes No N/A✓ A. Are all appropriate charts and tables shown? Yes✓No NIA D. Is exterior wall finish shown? Yes No N/A✓ B. Are all appropriate requirements circled or highlighted? Yes J No NIA S. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yes f No N/A Manual for One-and Two-Family Dwellings,High Wind Edition"? Yes✓ No NIA B. Is exterior sheathing(type and thickness)shown? Yes ,/ o N/A A. Are all appropriate charts and tables shown? Yes✓�No NIA C. Are nailing requirements(size and spacing)shown? Yes. No N/A B. Are all appropriate requirements circled or highlighted? Yes✓No NIA (FBC Table 2306.1) D. Is exterior wall finish shown? Yes✓No NIA 15. Does bedroom open directly into garage? Yes No J/N/A E Is interior wall finish shown? Yes No NIA 16. Does the number ofbedrooms shown on plans match the number h d berooms sown on the F. is minimum clearance between wood siding and finished of application? Yes No N/A grade shown? (FBC 2304.2.5) Yes f No N/A G. Are shear wall segments shown?. Yes,/No NIA 17. Is Designer's name and address shown on plans? Yes No NIA A. Type of hold-downs shown? Yes V,f No N/A 18. Do egress doors and landings comply with FBC 1012.13 9. Are ceiling heights shown? (FBC 1202.2) Yes✓ No NIA and FBC 1012.1.5? Yes✓No NIA M Are all hurricane anchorage and hold-downs specified and labeled? Yes VINO N/A 19. Are habitable rooms shown with the minimum light and ventilation 11. Is ceiling type shown,drywall thickness? Yes 4; No NIA requirements of FBC 1203.1? Yes No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes V/No N/A 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✓ N/A✓ 1. Rafter size shown? Yes No NIAV' 22. Are stair details shown? Yes ' No NIA 2. Species of lumber shown? Yes No NIAV A. Is minimum stair width shown? (FBC Table 1004) Yes �No N/A 3. Grade of lumber shown? Yes No N/A✓ B. Are tread and riser sizes shown? (FBC 1007.3) Yes✓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 NIA D. Are required landing shown? (FBC IOWA)? Yes No N/A✓ 2. Grade of roof sheeting shown? Yes t� o NIA E. Is required headroom clearance shown? (FBC 1007.4) Yes No NIAV"3. Nailing pattern of roof sheeting shown? Yes�No NIA 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes No N/A✓ D. Weight of Dry-In felt shown? YeaV//No N/A 24. If required,are tenant separations shown? Yes No N/A E/ E. Type of roof cover shown? Yes VNo N/A A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes✓No NIA 25. Are all columns and beams shown for porches and lanais? Yes V1 No N/A 2. Attachment of the roof shown? Yes No NIAV" A. Are column type,size and anchorage shown? Yes�/ No NIA (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yea✓No N/A 3. Other roof covering and attachments shown? Yes No NIA✓ 26. Are all lintel and beam details shown? Yeso N/A E Length of roof overhang shown? YesV No N/A 27, Are engineering details provided for butt glass? Yes �No N/A G. Type of soffit and fascia shown? Yes✓No N/A H. Attic ventilation shown? Yes%/No N/A I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes✓No NIA 1. Are engineered truss plans provided showing loads,uplifts and J. Type andag nee of cave metal shown? Yes- /No N/A required connections? Yes s/ No N/A 2. Are all headers,beams,girders and interior hearing walls shown? Yes✓No N/A 3. Framed roof. VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/Aim application? Yes No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes✓No N/A species,grade of lumber,span and connections? Yes No N/A✓ 3. Are all door and window sizes shown? Yes✓/No N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes JNo NIA grade of lumber and connections? Yes No NIA r/' 5. Is required tempered glass shown at all hazardous locations? - D. Is ridge beam shown,including size,species and grade (FBC 2405.2) YesNo N/A of lumber? Yes No NIA V.,6. Are all vertical reinforcements shown? Yes f No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing / 7. Are all shear wall segments shown? Yes✓ No N/A pattern? Yes�/ No NIA S. Are all hold-downs and hurricane anchorages shown? Yes No NIA 9. Is required attic access shown? Yes✓No N/A 10. Are all plumbing fixtures shown? Yes✓ No N/A VIH. Floor Framing. 11. Are all electrical fixtures shown? Yes No NIA 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical factures shown? Yes VN. N/A uplifts and connections? Yes V 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,/,No NIA 13. Are all smoke detectors shown? (FBC 905.2) Yes No N/A 3. Is floor sheeting indicated,showing type,thickness and `// 14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes No N/A Have a 29"net clear door opening and handicap accessible route? (FBC I I-11) Yes No N/A rs�Ulr��, CITY OF ATLANTIC BEACH � Ford §L;, BUILDING / ZONING DEPARTMENT L. Hi s `f'tJ r� 800 Seminole Road . oerr Q L� Atlantic Beach,Florida 32233 —0,W (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # ( 7_s Property Address: Applicant: Project: (o 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: Date Contractor Notified: WATER IMPACT FEE WORKSHEET ADDRESS: q1 o( 0+-/?A UIff_ lvr cJ S �� DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FlXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers, residential 2 E Z" Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 Drinking fountai cemake Y2 r Floor drains 2 Hose bib 1 � 2 Kitchen sink, domestic 2 Kitchen,sink, domestic with food waste grinder andfor dishwasher I>13 C. 2 Laundry tray(1 or 2 compartments) 2 -Lavatoryi . Shower com artrnent,domestic 2 1 Sink 2 Urinal 4 a Urinal, 1 gallon per flush or less 2 Wash sink(circular or multiple)each set of faucets 2 Water closet,flushometer tank, public or private 4 Water closet,private installation 4 Water closet,public installation 6 TOTAL NUMBER OF UNIT 1ViULT PLIED X 20 TOTAL$ 3 0 �"�''l' CITY OF ATLANTIC BEACH cc:BUILDING/ ZONING DEPARTMENT t_:Hi rdins PUJr� 800 Seminole Road ` Atlantic Beach,Florida 32233eZ.Doerr (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: L .Z 4 4 (, rS Z -A, Applicant: S T C"5-1') Project: /t/� it) L f This permit application has been: Approved E-1 Reviewed and the following items need attention: Please re-submit your ap lie tion when these items have been completed. Reviewed By: � Date: Y Date Contractor Notified: .;7, CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # — JJ Property Address: 2e, ��"re,c), g- L-1-) Applicant: X57 C'f Project: 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: &-t<d�econstruction site management plan. 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 y arper, P.E.,Public Works Director Date Signature Contractor Notified Date g1 3 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: June 1, 2006 Owner: Bestcon, Inc Ci.G C0 Address: 901 Paradise Atlantic Beach, Florida 32233 Construction Type: Wood Frame Use Classification: Residential Permit Number: 05-31375 DON C. FORD, C.B.O Building ficial Post in a conspicuous space. Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: ��� �LIJ Contractor Name: t° ('1�/� "" -/ -a V Permit#: Property Address: Legal Description- Improvemients 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. ❑ tither: 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 Public Utilities ,r] Q Planning Dept. eq&A, Building Dept. . Final Survey with FFE Yes o All Re-inspect Fees Paid f9' Yes Q No Page 1 of 1 Cunningham, Kerri From: Walker, Chris Sent: Thursday, June 01, 2006 8:33 AM To: Cunningham, Kerri Subject: RE: Final CO Inspection Everything is good here. From: Cunningham, Kerri Sent: Tuesday, May 30, 2006 4:22 PM To: Carper, Rick; Kaluzniak, Donna; Deming, James; Walker, Chris; Nodine, Phil Cc: Graham Shirley; Lanier,Joyce; Matthews, Carlene Subject: Final CO Inspection A final CO Inspection has been requested for 901 Paradise Lane, permit 05-31375 by Dave with Bestcon. He can be reached at 246.3747. Ke -K,C Assistant Building Permits Clerk City of Atlantic Beach 800 Seminole Road Atlantic Beach,FL 32233 904.247.5800 Phone 904.247.5845 Fax 6/1/2006 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION J i _ (New/ Residential .Commercial) \ Date: _� N� w37 Job Address:g6—Parexdt's:e Le�r-- Vi I6 Owner's Name: Address: MdQ / 4 'V� r Phone: Legal Description: Block Number: Lot Number: Zoning District: Contractor: W , ��`' State License Number: C COa Address: Y& Ata/ r5 t4 ( V e-SUe �o Phone: 6L0y r)VZ � .� -f(' City: State: ��Zip:3 417ax: 9CJ`7— Describe proposed use and work to be done: Se � , &J a/( ,Gy Present use of land or building(s): Va ca Valuation of proposed construction: Is approval of Homeowner's Association or other private entity required? 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? NO. 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. 0. Applicant certifies that no trees will be removed for this project. ❑VIES. Removal of Trees will be required for this project. TREE REMOVAL PEI81UT 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. STEL'1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this infonnation, 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 detennine if a pre-constriction 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 300 Seminole]road Atlantic Beach,Florida 32233-5445 Phone: (904) 247-5800 Fax: (904) 247-5345 http://www.ei.atlantic-beacii.fl.us Page 2 Revised 1/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. ?. 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. S. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. I hereby certify that all i ormatio pr ed with this application is correct. I Signature of Owner: Date: 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 pennit 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 a co ct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: � Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mailing Address: ll' �V 1 Phone: r� ?YYFFax: _ E-Mail:,- AS -Mail:`AS TO DOWNER: Sworn to and subscribed before me this day of 20 State of Florida, County of Duval x RE»,E GAIL RUSSNotary's Signatu :YCOMMISSION#DD448M personally known EXPIRES:)u1y10,2"nwWu-No-YS-U- Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to acid subscribed before me this l day of 20bb State of Florida,County of Duval rRENEE GAIL RUSS Notary's Sign�ati � - My COMMISSION#DD448880 �Vt'O F Plr .EXPIRES:Julylo,2009 sonallyknown (407)3eear63 Fl«Idallo4uys«wcacan ❑ Produced identification Type of identification produced 800 Seminole Road Atlantic Beach,)Florida 32233-5445 Phone: (904)247-5800 Fax: (904) 247-50845 http://wivev.ci.atiantic-beach.fl.us Page 3 Revised 1/04 q0 l PafactC',?,e_,L� FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Jun. 30 2005 08:20RM P2 MAP SHOPPING PLOT PLAN OP LOT 1 AS SHOWN ON MAP OP PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57, PACES 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. ELEVATIONS ARE SHOWN THUS: 13.0 AND REFER TO THE NA77ONAL GEODETIC VERTICAL DATUM. NOTE, THE PROPERTY SURVEYED HEREON APPEARS TO UE WITHIN FLOOD ZONE "X" AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075-0001D. DATED 04-17-89. LEGEIVDs ^ TRE D: LEGEN • FOUND 1/2' IRON (AS NOTED) OAK BAY O SETOF WAY IRON (LB 1704 LOT 1 AREA: TWIN OAK D, R/W RIGHTT Of R RADIUS 7,153 SQ.IFT SWEET GUM L CURVE ARC LENGTH IMPERVIOUS AREA: � TRIPLE oAK �$ L DELTA ANGLE 3,127 SQ./FT. Q LIVE OAK TWIN SWEET GUM PC POINT OF CURVATURE ® PINE PRC POINT OF REVERSE CURVATURE �, SWAMP WALNUT PT POINT OF TANGENCY E a MYRTLE PALM SRL BUILDING RESTRICTION LINE TWIN MYRTLE CONC. CONCRETE MAGNOLIA F.F. FINISHED FLOOR TRIPLE MYRTLE ELEV. ELEVATION MAGNOLIA S05'39'56"W CH=5.2�' TRACT "C" •-- LANDSC City of ANanife 99;3 R=25.00' L=5.28' , „ , 9 W4 2orft DELTA=12 06'13" S89 49 10 E 64.45 N1 a """"'X�' onFnp. subdivision and other FocVft al Diad G(4") (z1") veloDment regutatiom, but does not constitute a EROSION/SEDIMENT (-;% pro I I for the issuance of permits. Compliance CONTROL SILT FF.NCf- Florida Building Cods and ail other applicable x (16' cat, state and Federal permitting requirements —23.0• . 16' BRL—1 t be verified by signature of the City of Atlantic — — 7 Building Off# I prior to the issuance of a N PATIO i ufiding Permit. _,. roved By: x m — — — — — 16.0 o mu a opment ctor In LANAI N 0 i ~ in 15.6'Uj i J " 11.3' 0 a % i 3 18.7' 0 0 I 1.9' PLAN o �, O N a 11.3 i o "DOGWOOD MOD." (V ' n: Z M neo, GARAGE RIGHT (n i F.F. ELEV.=12.20 .5. X O O A�r Q X CO A/CI (6.)ENTR t �..! (16) I I oars�� �x�:wvoo azr (-&Mlm ORABE CONCI WALKlX - (5) r �9y 20' BRL jjj (4) DRIVE (r) b NOW,am m¢rooc awu a a�cn nw Meun,awe neorze'a �Q PC vws ace wmny ON s•nu i,,eno FABRIC SILr FENCE_DETAIL S45'06'48"E N89'50'25"W CH=35.19' 40.24' R=25.00' L=39.03' PARADISE CIRCLE DELTA-89'27'15" (PRIVATE 50' R/W) TYPE -8- DRAINAGE PREPARED BY: POP: RFSTCON. INC. CLARSON AND ASSOC TES, INC, DATA: DUNE 29 2005. PROFESSIONAL SURVEYORS & MAPPERS 7643 NALDO AVE., IACKSONWLL.E; FL, 32207 S C.A LE: 7"=20' (904) 396-2623 LB NO. 1704 Received Time Jun , 30 . 8 : 43AM FORM 60OA-2001 FLORIDA ENERGIE EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: B�eistcon Homes, Dogwood 1881 Builder: Bestcon Homes Address: C /Ali %� Permitting Office: Jacksonville i City, State: Jacksonville, FI Permit Number: Owner: Jurisdiction Number: 261300 Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:48.0 kBtu/hr - 3. Number of units,if multi-family 1 - SEER: 12.00 _ 4. Number of Bedrooms 3 - b.N/A - 5. Is this a worst case? Yes _ - 6. Conditioned floor area(ft2) 1881 ft'- c. N/A - 7. Glass area&type Single Pane Double Pane - - a. Clear glass,default U-factor 0.0 ft2 348.0 ft2 - 13. Heating systems b. Default tint 0.0 ft'- 0.0 ft2 - a. Electric Heat Pump Cap:48.0 kBtu/hr - c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF:8.20 - 8. Floor types - b. N/A _ a. Slab-On-Grade Edge Insulation R=0.0, 182.0(p)ft b.N/A - c. N/A _ a N/A - 9. Wall types _ 14. Hot water systems a. Frame,Wood,Exterior R=11.0, 1631.0 ft' _ a. Electric Resistance Cap:50.0 gallons - b. Frame,Wood,Adjacent R=11.0,220.0 ft2 _ EF:0.91 - c. N/A - b.N/A - d. N/A - - e. N/A c. Conservation credits - 10. Ceiling types _ (HR-Heat recovery,Solar a. Under Attic R=30.0, 1507.0 ft2 _ DHP-Dedicated heat pump) b.Under Attic R=19.0,45 1.0 ft' - 15. FWAC credits - c. N/A (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts _ HF-Whole house fan, a. Sup:Unc. Ret:Una AH(Sealed):Garage Sup.R=6.0, 150.0 ft _ PT-Progranunable Thermostat, b. Sup:Con. Ret:Unc. AH(Sealed):Garage Sup.R=6.0,50.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.19 Total as-built points: 28492 PASS Total base points: 28493 I hereby certify that the plans and specifications covered Review of the plans and zHE sT by this calculation are in compliance with the Florida specifications covered by this �0 = A�Fo e Energy Code. �� ���� calculation indicates compliance PREPARED BY: with the Florida Energy Code. Before construction is completed Q �� I v. 1111 ` DATE: \1� �� this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in eoD � complianceyvith-the:Florid ergy C}o� / Florida Statutes. (� OWNE //AGENT:// ,%r?.7�,�� C ��'��`�� BUILDING OFFICIAL: ` ) C- DATE:��...._...� DATE: �1 ' 1 c o ' EnergyGauge®(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details LADDRESS: rr," z n �iacksonville, FI, PERMIT#: BASE AS-BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area FType/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1881.0 20.04 6785.1 Double, Clear N 9.3 6.0 14.0 19.20 0.65 174.7 Double, Clear N 15.8 9.0 8.0 19.20 0.63 97.2 Double, Clear S 9.0 8.0 32.0 35.87 0.50 577.0 Double,Clear W 13.8 8.0 16.0 38.52 0.42 260.4 Double, Clear S 9.3 8.5 80.0 35.87 0.51 1455.1 Double, Clear W 26.0 9.0 8.0 38.52 0.37 115.4 Double,Clear S 1.3 14.0 48.0 35.87 0.99 1706.9 Double, Clear E 1.3 8.0 36.0 42.06 0.97 1471.7 Double, Clear E 1.3 10.0 16.0 42.06 0.99 665.3 Double, Clear E 1.3 18.0 36.0 42.06 1.00 1508.5 Double,Clear N 1.3 8.0 15.0 19.20 0.98 281.4 Double, Clear S 1.3 8.5 12.0 35.87 0.96 412.0 Double, Clear E 1.3 5.0 12.0 42.06 0.91 457.1 Double,Clear E 1.3 6.0 15.0 42.06 0.94 591.0 As-Built Total: 348.0 9773,7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 220.0 0.70 154.0 Frame,Wood, Exterior 11.0 1631.0 1.70 2772.7 Exterior 1631.0 1.70 2772.7 Frame,Wood,Adjacent 11.0 220.0 0.70 154.0 Base Total: 1851.0 2926.7 As-Built Total: 1851.0 2926.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.1 2.40 43.4 Exterior Wood 34.1 6.10 207.9 Exterior 34.1 6.10 207.9 Adjacent Wood 18.1 2.40 43.4 Base Total: 52.2 251.4 As-Built Total: 52.2 251.4 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1473.0 1.73 2548.3 Under Attic 30.0 1507.0 1.73 X 1.00 2607.1 Under Attic 19.0 451.0 2.34 X 1.00 1055.3 Base Total: 1473.0 2548.3 As-Built Total: 1958.0 3662.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 182.0(p) -37.0 -6734.0 Slab-On-Grade Edge Insulation 0.0 182.0(p -41.20 -7498.4 Raised 0.0 0.00 0.0 Base Total: -6734.0 As-Built Total: 182.0 -7498.4 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/F)aRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ' _ _�., ,L Jacksonville, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X M= Cooling 1881.0 10.21 19205.0 1881.0 Summer Base Points: 24982.5 Summer As-Built Points: Total Summer X System = Cooling Total X Cap X Duct X System X C Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 28320.8 1.000 (1.090 x 1.147 x 0.95) 0.284 1.000 9380.5 24982.5 0.4266 10657.5 1 28320.8 1.00 1.165 0.284 1.000 9380.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS 3, �i24W�t VV 64v .Jacksonville, 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 1881.0 12.74 4313.5 Double, Clear N 9.3 6.0 14.0 24.58 1.02 352.0 Double,Clear N 15.8 9.0 8.0 24.58 1.02 201.4 Double,Clear S 9.0 8.0 32.0 13.30 2.94 1249.0 Double,Clear W 13.8 8.0 16.0 20.73 1.22 403.4 Double,Clear S 9.3 8.5 80.0 13.30 2.89 3068.9 Double,Clear W 26.0 9.0 8.0 20.73 1.24 205.3 Double, Clear S 1.3 14.0 48.0 13.30 0.99 635.0 Double, Clear E 1.3 8.0 36.0 18.79 1.01 686.6 Double,Clear E 1.3 10.0 16.0 18.79 1.01 303.5 Double, Clear E 1.3 18.0 36.0 18.79 1.00 679.6 Double, Clear N 1.3 8.0 15.0 24.58 1.00 368.8 Double,Clear S 1.3 8.5 12.0 13.30 1.01 161.9 Double,Clear E 1.3 5.0 12.0 18.79 1.04 234.1 Double, Clear E 1.3 6.0 15.0 18.79 1.03 289.5 As-Built Total: 348.0 8839.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 220.0 3.60 792.0 Frame,Wood,Exterior 11.0 1631.0 3.70 6034.7 Exterior 1631.0 3.70 6034.7 Frame,Wood,Adjacent 11.0 220.0 3.60 792.0 Base Total: 1851.0 6826.7 As-Built Total: 1851.0 6826.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.1 11.50 208.0 Exterior Wood 34.1 12.30 419.3 Exterior 34.1 12.30 419.3 Adjacent Wood 18.1 11.50 208.0 Base Total: 52.2 627.3 As-Built Total: 52.2 627.3 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1473.0 2.05 3019.6 Under Attic 30.0 1507.0 2.05 X 1.00 3089.3 Under Attic 19.0 451.0 2.70 X 1.00 1217.7 Base Total: 1473.0 3019.6 As-Built Total: 1958.0 4307.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 182.0(p) 8.9 1619.8 Slab-On-Grade Edge Insulation 0.0 182.0(p 18.80 3421.6 Raised 0.0 0.00 0.0 Base Total: 1619.8 1 As-Built Total: 182.0 3421.6 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Jacksonville, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 1881.0 -0.59 -1109.8 1881.0 -0.59 -1109.8 Winter Base Points: 15297.2 Winter As-Built Points: 22911.9 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) 22911.9 1.000 (1.069 x 1.169 x 0.95) 0.416 1.000 11144.8 15297.2 0.6274 9597.5 22911.9 1.00 1.170 0.416 1.000 11144.8 EnergyGaugeT"' DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS-L,-I '' Ja - (0 cksonville, FI, PERMIT#: r - BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.91 3 1.00 2655.47 1.00 7966.4 As-Built Total: 7966.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 10658 9597 8238 28493 9380 11145 7966 28492 PASS I THES T4 ��0� 11 ❑ a # b Got)W11 S¢ EnergyGaugeTA9 DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.30 www. FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: t&�- Dom.._, , Jacksonville, FI, PERMIT#- 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE HECK Exterior Windows&Doors 606.1-ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft. door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations; between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings; penetrations of ceiling plane of top floor; around shafts, chase , soffits, chimneys, cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation; or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. 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.) COMPONENTS SECTION__ REQUIREMENTS qred ' ECK 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. External or built-in heat trap reqSwimmingPools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial poo must have a pump timer. Gas spa&pool heaters must have a minimum thermal — — -- efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. __ Ducts in unconditioned attics: R-6 min. insulation. _ HVAC Controls 607.1 Se arate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.6 The higher the score,the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:48.0 kBtv/lu 3. Number of units,if multi-family 1 - SEER: 12.00 4_ 4. Number of Bedrooms 3 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area(ft') 1881 ft' c. N/A 7. Glass area&type Single Pane Double Pane _ a. Clear-single pane 0.0 ft' 348.0 ft'- _ 13. Heating systems b. Clear-double pane 0.0 ft'- 0.0 ft- _ a. Electric Heat Pump Cap:48.0 kBtLOir _ c. Tint/other SHGC-single pane 0.0 ft' 0.0 ft' , IISPF:8.20 d. Tint/other SHGC-double pane b. N/A 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0, 182.0(p)ft _ c. N/A b.N/A - c. N/A 14. Hot water systems 9. Wall types v a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1631.0 ft' - EF:0.91 _ b. Frame,Wood,Adjacent R=11.0,220.0 ft' b.N/A c. N/A - d.N/A c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DBP-Dedicated heat pump) a. Under Attic R=30.0, 1507.0 ftz _ 15. IIVAC credits b. Under Attic R=19.0,451.0 ft' _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A BT-Whole house fan, 11. Ducts _ PT-Progranunable Thermostat, a. Sup:Unc. Ret:Unc. AI-I(Sealed):Garage Sup.R=6.0, 150.0 ft _ MZ-C-Multizone cooling, b. Sup:Con. Ret:Unc. AH(Sealed):Garage Sup.R=6.0,50.0 ft MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) O�T14E S7,1 in this home before Fula ' spection. Otherwise, a new EPL Display Card will be completed based on installed Cdda nplia features. Builder Signature: Date: o Address of New Home:�� � / f+i5 l-��"- - �� /! Tity/FL Zip: X17 x_ a_ v� *NOTE: The home's estimated energy pei forinance score is only available through the FLA/RES co»zputer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarr"ldesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at vwvial.fsec.ucf.edu for information and a list of certified Raters. For information.about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGaugeO(Version: FLRCPB v3.30) LIGHT- BUILDING ANALYSIS REPORT Entire House Energy Design Systems Job: 1114104 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast.net For: Bestcon Homes, Dogwood 1881 North Florida, Htg Gig Infiltration Outside db (oF) 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 • Ducts Walls Component Btuh/ft' Btuh % of load �Infillralion Wails 3.0 5498 17.5 Windows 23.9 8326 26.4 Doors 15.2 791 2.5 1, Ceilings 1.2 2430 7.7 Windows Floors 26.7 4864 15.4 Infiltration 20.2 8074 25.6Floors Ducts 1499 48 Dao s Total 31481 100.0 Component Btuh/ft2 Btuh % of load Walls Internal Gains Walls 2.5 4599 14.4 \ Duces Windows 41.6 14460 45.3 Doors 12.7 661 2.1 Infiltration Ceilings 1.8 3534 11.1 Floors 0.0 0 0.0 Infiltration 6.1 2447 7.7 \Ceilings Ducts 2900 9.1 Windows' Internal gains 3300 10.3 Doors Total 31901 100.0 Cooling at 84 % SHR= 3.1 ton Cooling air flow=492 cfm/ton Cooling at 70 % SHR = 3.7 ton Cooling at 400 cfm/ton = 3.8 ton Overall U-Value = 0.151 Btuh/ft2-°F Data entries checked. VVA"A�CjhtS,Cyft Right-Suite Residential TM 5.0.G6 P.SR29784 2004-Nov-05 13109:26 /}CCN C;\Documents and Settings\customerWy Documents\Wrightsok\Bestcon Homes,Dogwood 1881.rsr Page 1 RIM T-J LOAD AND EQUIPMENT SUMMARY Entire Hones Energy Design Systems Job: 11WI34 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@comcast,net 8 4 For: Bestcon Homes, Dogwood 1881 North Florida, Notes: 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 31481 Btuh Structure 31901 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss, 0 Btuh Design temperature swing 3.0 OF Design heat load 31481 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 30944 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1380 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 4879 Btuh Area (ft) 1881 1881 Total latent equip. load 6259 Btuh Volume(ft3) 16648 16648 Air changes/hour 0.80 0.40 Total equipment load 37204 Btuh Equiv. AVF (cfm) 222 111 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 1526 cfm Actual cooling fan 1526 cfm Heating air flow factor 0.048 cfm/Btuh Cooling air flow factor 0.048 cfm/Btuh Space thermostat Load sensible heat ratio 84 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right-Suite Residential"'5.0.66 RSR29784 2004-Nov-05 13:09:26 jf.:Ck C:00cuments and SeftingslcustomerlMy Document slwrightsoft\BesIcon Homes,Dogwood'1881.rsr Page'I Equipment Summary Sheet Address: _:Do ou Builder: Equipment Brand*: Air Handler Model Number__ �° lir d P f Condenser Model Number: Total Cooling Capacity in BTU!: Sensible Load in BTUs: Latent Load in BTUs: -- ' Total Heating Capacity in BTUs: a Seer A Equipment Brand*- Air Handler Model Number- Condenser Model Number: Total Cooling Capacity in BTU-: Sensible Load in BTUs: Latent Load in BTUs: Total Heating Capacity in BTUs: Seer *Or Equal: Equipment equal in size and efficiencies may be substituted as per Bulletin G-15-03 dated May 23, 2003. Equipment Summary Sheet.Doc BESTCON Homes CONSTRUCTION & FINISH ® STANDARDS as of 2/28/2005 PARADISE P R E S E R V E • STRUCTURE • Foundation 16'❑X10❑ Concrete Footing (1-story)20❑X10❑ (2-story) • Stem Wall 3-Block High - 8❑ CMU Block • Slab 40 3000 psi Concrete w/fiber reinforcement • Patio Slab On Grade - 40 X 87 x 10❑ • Water Supply -El I] CPVC Pipe • Waste Water PVC Drain Pipe to Sewer • Framing (walls) 2x4, 2x6, & 2x8 SYP/SPF/PT Wood Framing • Framing (roof) Pre-engineered Trusses & Structural Lumber • Floor Sheathing (where applicable)❑❑ T&G Plywood Sub Flooring • Wa#1 Sheathirrg 7/16'❑ Oriented Strand Board (OSB) • Rauf Sheathing 7/16D Oriented Strand Board (OSB) • Roof Underta.ymert #15 Asphal)t Impregnated Paper • Sbingles 25❑ Year Art;llidedural • Roof Vents 6D Pre-Painted Off Ridge Roof.Vents • Roof Edge Pre-painted 26ga Alum to Match Roof • Fascia & Soffit Aluminum/Vinyl Pre-painted • Porch Ceiling Vinyl❑ Pre-painted • Windows Double Glazed Aluminum Single Hung w/screen • Window Muntins (all sides) - 3 Over 1 or 9 Lite(Wellington) • Exterior Doors (excluding entry) - Metal Per Plan & Location • Entry Door 6-Panel Fiberglass • Siding HARDIE Cementious Lap • Exterior Trim 5/4X Cedar • Stucco Textured Stucco Foundation • Stone As Required Per Plan • HVAC 12 S.E.E.R.TRANE or Equivalent per Energy Calculations • Garage Door(s) Carriage Style - Metal 26 ga. Painted, Un-Insulated • Garage Door Glass Option • Attic Storage (when possible) Up to 4❑ sheets OSB BESTCON Homes ❑ STANDARDS - For ❑ Paradise Preserve as of 2/28/2005 • FLOORING &TILE • Foyer Tile - Standard Grade • Kitchen Tile - Standard Grade • Breakfast Area Tile - Standard Grade • Family Room Carpet❑ Cape Coral or Cottonwood • Dining Room Carpet- Cape Coral or Cottonwood • Living Room Carpet - Cape Coral or Cottonwood • Bath Rooms Tile - Standard Grade • Utility Tile - Standard Grade • Bed Rooms Carpet - Cape Coral or Cottonwood • Office Carpet- Cape Coral or Cottonwood • Porch Concrete❑Trowel Smooth Finish • Garage Concrete❑Trowel Smooth Finish • Lanai Concrete❑Trowel Smooth Finish • Carpet Pad 7/16❑ 6 Ib • Shower Area Walls 5❑ x 8❑ Designer Tile • PLUMBING - MASTER BATH • Master Vanity Faucet KOHLER - Chrome Devonshire-8❑ Spread • Master Lavatory Marble Top on Vanity • Master Tub Feature Jetted - Cultured Marble • Master Tub Faucet KOHLER - Chrome Devonshire Deck Mount • Master Shower&ontrol KOHLER - Chrome Cnralais Sgl Hndl • Master ShoweirUlaNk K04LER K-PW4-K 1D Ceramic Ha'gh-Flow,Valve Vaster Toilet KQ�'LER- WN, hC/indham Elongated Toilet • PLUMBING - KITCHEN • Sink KOHLER❑ K5942 White Brookfield Dbl Basin PR033226-4S • Sink Strainer KOHLER Duostrainer w/tailpiece K-8801-BN • Faucet KOHLER K15176- Chrome Coralais Sgl Handle • Vegetable Sink N/A • Vegetable Sink Faucet N/A • PLUMBING - OTHER BATHS • Lavatory Faucet KOHLER-K-394- Chrome Devonshire 8❑ Spread • Bath/Shower Control KOHLER -Chrome Coralais Sgl Hndl • Toilets KOHLER - White Windham Elongated Toilet • Shower Walls Tile - 5❑x8❑ • Tub KOHLER -White Sterling Proforma Tub • PLUMBING - POWDER ROOM • Lavatory KOHLER❑ White - Devonshire Pedestal Sink • Lavatory. Faucet KOHLER❑ Chrome❑ Memoirs❑ 8❑ Spread • Toilets KOHLER❑ White❑ Devonshire Elongated Toilet Accepted (Buyer Initials) Date: 2 All specified materials may be substituted with equal or better items at discretion of Contractor without notice. BESTCON Homes ❑ STANDARDS - For❑ Paradise Preserve as of 2/28/2005 • PLUMBING - LAUNDRY • Sink Composite Pedestal w/Drain Board • Faucet KOHLER❑ Chrome❑ Fairfax w/sidespray • Hose Bibbs Up to Three (3) • Exterior Shower Option • HARDWARE • Entry Door Hardware KWIKSET - Chelsea US3, US5, & USI 5A • Exterior Door Hardware KWIKSET - Dorian US3, US5, & USI 5A • Interior Door Hardware KWIKSET - Dorian US3, US5, & US15A • Door Hinge Color 2-d Flat Brass Finish • Door Stops Hinge/Spring US3, US5, & US15A • Handrail Brackets (where applicable) - Standard - US3, US5, & US15A • Mirrors 480 High x Width of Vanity❑ 3❑ Sides bevel application • Shower Enclosures - Master Bath Clear Glass / Chrome Finish • Shower Enclosures All Other Baths - Options US-3 Bright Brass US-5 Antique Brass US15-A Brushed Nickel US10b Oil Rubbed Bronze ® DRYWALL • Walt Cl'.`u)-Thick Taperwd Edge • Ceiling 'E Thick Ceiling Graek * Shower/Bath Wails ❑❑ Thick Cementious Backer Board • Ceiling Finish Knockdown • INSULATION • Wall Insulation R-11 ❑ Fiberglass batts • Ceiling Insulation R-30 0 Fiberglass (blown on flat surfaces/batts on vaulted) • Garage Wall Insulation R-11 - (where adjacent to conditioned space) • Garage Ceiling Insulation Option • Bonus Room Insulation - R-19❑ Fiberglass - Floor(Where Applicable) • Floor Insulation Off Grade R-19 - Fiberglass(Where Applicable) • Insulation Between Floors Option • Sound Insulation - Master Option • Sound Insulation - Master Bath Option • CONCRETE • Driveway Slab 40 2500 PSI Concrete❑ 120 wide - Broom Finish - banded • Driveway Apron 40 2500 PSI Concrete - Salt Finish - Banded • Sidewalk Slab (40 Wide)40 25001b Concrete - Broom Finish - banded • HVAC Pad (420 x 420)40 2500 PSI Concrete - Broom Finish • Front Porch 4❑ 2500 PSI Concrete - Trowel Smooth Finish • Lanai 4❑ 2500 PSI Concrete - Trowel Smooth Finish Accepted (Buyer Initials) Date: 3 All specified materials may be substituted with equal or better items at discretion of Contractor without notice. BESTCON Homes ❑ STANDARDS - For❑ Paradise Preserve as of 2/28/2005 • ELECTRICAL • Service 200 Amp Service • Switches & Outlets White Decora switches / White Grounded Outlets • Lighting Designer Light Packages From KICHLER • Ceiling Fans-Installed Two❑ Family Room & Master Bedroom • Ceiling Fans- Pre-wired: All Bedrooms, Lanai, & Front Porch(per plan) • Bath Fan (s) Standard Fan❑ Light combination • Garage Door Opener ❑ HP❑ w/Two(2) Remotes • LOW VOLTAGE ELECTRICAL • Phone Pre-wire Five (5)Telephone Pre-wire & Finish • Cable Pre-wire Six(6) Cable Pre-wire & Finish • Data Line Pre-wire Four(4) Data Pre-wire and Finish • Surround Sound Pre-wire in Family/Living Room Only • Room Speaker Pre-wire Option • Speakers Option • Media Drop Two (2) CAT5E &Two (2) RG6QS Cables • Security System Pre-wire - Panel, 1-Key Padj-Motion Detector, & 1-Siren • Central Vacuum Option • CABINETS & COUNTERTOPS • Kitchen Cabinets Tahoe Flat Panel - 30-1 Upper Cahinets • Mas;kex Bath Vanity Tahoe Flat Panel 36❑ High * h7%kity Tahoe Flat Panel + Utilityy;Rboymii O�tiurr White Flat Pam,[Wail Cabinets • Kitchen GowAertops Laminate w/Backsplash & Square Edge • Master Bath Tops Cultured Marble Top w/integral Bowl • Bath Tops Cultured Marble Top w/integral Bowl • Utility Tops -Option Laminate w/Backsplash & Square Edge • INTERIOR TRIM • Interior Doors 6-Panel Hardboard • Door Casing WP-356 3-Step Casing❑ Finger Joint • Baseboard WP-623 3-1/40 Finger Joint • Crown Option • Closet Shelving 1 - 12❑ Std Wire Shelf Perimeter of Closet • Pantry Shelving 16❑ Tightmesh Wire - 5 Shelves • Entertainment Center Shelving Per Plan • Stair Railing (2❑ story) Stained 6010 Rail w/Painted 5015 Balusters • Stair Treads (2 - story) Carpet • Attic Stairs Standard Truss model (when possible) Accepted (Buyer Initials) Date: 4 All specified materials may be substituted with equal or better items at discretion of Contractor without notice. BESTCON Homes ❑ STANDARDS - For ❑ Paradise Preserve as of 2/28/2005 • PAINT - Porter • Interior Wall Paint Two (2) Coats Flat Wall Paint - One Color + Interior Trim Paint Two(2) Coats Semi-Gloss Trim Paint - One Color • Exterior Wall Paint Two (2) Coats Semi-Gloss Exterior Paint - One Color • Exterior Ceiling Paint Two (2) Coats Semi-Gloss Exterior Trim Paint- One Color • Exterior Trim Paint (2) Coats Semi-Gloss Exterior Trim Paint - One Color • Front Porch/Lanai Floor Uncoated Concrete Floor • Garage Floor Uncoated Concrete Floor • Exterior Doors Two(2) Coats-Gloss Trim Paint - One Color • APPLIANCES❑ General Electric + Range JBP66CHCC 3(0 Self Clean, Glass Top, White • Cook Top N/A • Oven N/A • Dishwasher GSD4800JCC Std Colors • Microwave JVM1640 Over The Range Microwave/Ventless, White • Garbage Disposer GFC320F 1/3 HP • Vented Hood Option • Wine Cooler Option • LANDSCAPING + Landscaping 35 - Plants, Mulch Combo + Sod Combination St.Augustine&Xeriscape • Mulch All Plants`Beds Per Plla;u + Irrigation Full System w/Minimum.Four (4)Zones Accepted (Buyer Initials) Date: 5 All specified materials may be substituted with equal or better items at discretion of Contractor without notice. 08/W2005 16:08 FAX 904 432 1151 VENTURE TITLE r BESTCON x]003 * OR BK 12694 PAGE 834 Exhibit"A" Lot 1,PARAMSE PRESERVE,according to the Piet thereof,aS retarded In Plat Book S7, pages 31,31A through 31C,of the Current Public Records of Duval County,Rorlda. L i-ITO1 1 tQ flff�lftrQlitilJ{t111ptm111ne�IQdu1H1y. f i{S}i&,'N WOW MMVWtftffiftP1WW1tDt=TWltgMtfta �O�j�'iftiPl�di6frt11�I�slftgS Wh frglDUxd e�dl(IIS Itii-clp rSf�4l€� fHB(A6*6ff(l'itfl o-f jw#oft Qmuft, laWKsunv��ie=F14r 4�,tt .�it 3 d auro A0.(L JIM Fll LER pslrl4 CSrca' aoo t;vue a un G Dep t "C erK. Received Time Aug - 18 . 5 : 16PM 08/?8/2005 16:08 FAT, 904 482 1151 VENTURE TITLE BESTCON 2004 Prepared by NumberDoc -'P�ges 2� ' OR BK 12694 page 827, Terri Lane,an employee of Filed&Recorded W18/2005 at 10:19 AM, 4315Pablo Oaks Court Venture Title Agency,Ltd.,LLLP JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY 4315 RECORDING$18.50 Jacksonville,FL 32224 DEED DOC ST (404)482-1150 X577.50 Return to: Venture Title Agency, Ltd., LLLP 4315 Pablo Oaks Court Jacksonville, FL 32224 File No.: 801882 CORPORATE WARRANTY DEED 16 This indenture made on A.D., by BESTCON of Jacksonville,Inc.,a Florida Corporation whose address is: 4400 Marsh landing Blvd. Ste. 6, Ponte Vedra Beach, FL 32082 hereinafter called the "grantor", to BESTCON, Inc.,a Florida Corporation whose address is: 4400 Marsh Landing Blvd., Ste. 6,Jacksonville, FL 32082 hereinafter called the "grantee": (Which terms"Grantor"and"Grantee"shall Include singular or plural,corporation or individual,and either sex,and shall include hens,legal representatives,successors and assigns of the same) Witnesseth, that the grantor, for and In consideration of the sum of Ten Dollars, ($10.00) and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situate in Duval County, Florida, to-wit: Lot 1, PARADISE PRESERVE, according to the Plat thereof,as recorded in Plat Book 57, pages 31,31A through 31C,of the Current Public Records of Duval County, Florida. Parcel Identification Number: Subject to all reservations, covenants, conditions, restrictions and easements of record and to all applicable zoning ordinances and/or restrictions imposed by governmental authorities, if any. To Have and to Hold,the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances except covenants, restrictions and easements or record, and taxes accruing subsequent to December 31, . 4.15 Page 1 of 2 Rev.06/03 801882 Received Time Aug , 18 . 5 : 16PM 08/18/2005 16:09 FAX 904 482 1151 VENTURE TITLE BESTCON Z005 In Witness Whereof, the said Grantor has caused this instrument to be executed in its name by its duly authorized officer and caused its corporate seal to be affixed the day and year first above written. BESTCON of Jacksonville, Inc., a Florida Corporation G �IX. OOFtP O R-0�� By. Paul W. Nichols, President rporate Sea SEg1. Signed, sealed and delivered in our presence. W/tness Signature W/tness Signatund Print Name: (eAls Print Name, State of Florida County of Duval TH FOREGOING INSTRUMENT WAS ACKNOWLEDGED before me on day of by BESTCON of Jacksonville,Inc.,as President,and,,as on beh f of BESTCON of Jacksonville,Inc.,a Florida Corporation, existing under the laws of the State of Florida, who is/are personally known to me or who has/have produced a valid drivers license as identification. 1 NOTARY PUBLIC g-N K LEMS MY coMMISWN a DD430739 WIFM;July 14.2009 Printed Name of No � "'�`�`Y My Commission Expires., 4.15 Page 2 of 2 Rev.06/03 801882 Received Time Aug - 18 , 5 : 16PM LOUIS J. GABRIEL, P.E. 419 SophiaTerrace St Agustine, Fl. 32095 8/ 16/ 2005 Re: Lot 01 Paradise Preserve, Atlantic Beach, FI. Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 2001- FBC for three second gust wind speeds of 120 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 2001- FBC as long as sheets #S-1 through #S-4 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that 1 have no knowledge of any subsurface soil condition report ; thus, all footings were designed assuming an allowable soil bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report that will affect the above mentioned assumption, then I shall be notified and possible footing design revisions may need to be implemented prior to commencing with footings work. Please let me know, if further help is needed. jSc ,,_ Louis J. Gabriel, P.E. 8 , WIND FORCES STRUCTURAL ANALYSIS FOR LOT 01 PARADISE PRESERVE, ATLANTIC BEACH, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF THE 2001- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE: AUGUST 16TH , 2005 $dSb�4S 1' - Sheet IGa,b 01, e.u rz'j Ices ► C, i lu 5tvuc tuYa L q ttrti btc1 w a-a an- Ty- Sly i ,� �t�a r , l�1�+ � xr vvi _ .� � a .� " `,� W'N CIYt.�ti��Gri.t.�� �C<'CL(�3►n A V%CIA , t nccl '' C+t FJtit Cy: i. �t f? Pir F� ��� . wJa� Yefnti Fd:�rG��'�'-���: �:• rr V1 '��`��-'4. 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C,� o bolt, — 35 o F>ti, bh _ A or o•IZ fib F� �+ 1it;ZJaG S�►�rs 35O•r C�Sno)(o•z.) = (9 57 161 Y o � (n-t2�fo-L)C 36,000) = 869 Ib s DATE: Sheet of For ps F wi we. VCU (3 5)(vg) Ll for -,slkoay orls�i 1,IJ n, At b OV--AL A06-i4 A15CIE 7-15 &Cx- A �0. 00?,56) 006:060' 713 V) =7 00154 v L o G� CROO) To* IAS W �o 0'r 15 ar co'l ASCE 7-4 Main Wind Force Resisting System h 5 6011`. fture 6-4 External Pressure Coeffikiencs, Walls & Gable Roof Enclosed,Partially Enclosed suMings ® 4 6 CASE A CASES WND DIRECTION WIND DOMMON RANGE - RANGE CASKA Roof Angle 8 Building Surface ( ) I 2 3 ' 4 1B 2>g 3E 4E - Yr F� 0-5 0.40 •0.69 -037 -0.29 0.61 -2.07 -0.53 -0.43 `. 20 0.53469 -0.48 -0.43 0.80 -1.07 -0.69 -0.64 .30-45 0.56 0.21, -0.43 -037 0.69 027 -0.53 -0.48 h j 90 0.56' 0 -037 -037 0.69 0.69 -0.48 • -0.48 < CASE B Roof Building Surface Angle 0 degrfts) 1 2 3 4 5 6 M M 319 4E SE 6E _s 0-90 445 -0.69 -0.37 -0.45 040 -029 -0.48 -1.07 -0S3 -0.48 0.61 r " -Notes_ - t 1. Case A and Case B are required as two separate loading conditions to generate the wind actions, :. t n g to be resisted b the main wind-force resisting stent. r� a _ . `r:� including torsion, Y S7' 2. To obtain the critical wind actions,the building shall be rotated in 90'degree hicrements so that j" each comer in-turn becomes the windward corner while the loading patterns in the sketches remain `?' ="`'':=1>' ' ' fixed For the design of stiucuual systems providing lateral resistance in the direction parallel to the s ridge line,Case A shall be based on 0=0'. 3_ Plus and minus signs signify pressures acting toward and away from the surfaces,respectively. k, s 4. For Case A loading the following restrictions apply: a. The roof pressure coefficient GC*when negative in Zone 2,shall be applied in Zone 2 for a distance from the edge of roof equal to 0.5 times the horizontal dimensions of the building E measured dicular to the cave line or 2.5h,whichever is kss;the remainder of Zone 2 extendingridge line shall use the pressure coefficient GC for Zone 3. r b. Except for moment resisting frames,the total horizontal shear s not be less than that " determined by neglecting wind forces on roof surfaces, 5. Combinations of external and internal pressures(see Table 6-7)shall be evaluated as required to obtain the most severe loadings { 6. For values of 0 other than those shown,linear interpolation is permitted. 7. Notation_ a. X10 percent of least horizontal dimension or 0.4h,whichever is smaller,but not less than either 40/a of least horizontal dimension or 3 ft(1 m). h: Mean roof height,in feet(meters),except that eave height shall be used for 0:5 10'- 0. Angle of plane of roof from horizontal,m degrees. 43 NAIL ALL%s"STYRDI•FLOOR PLYWOOD SUB-FLOOR SHEATHING Wi$D COMMON WIRE NAILS @ 6 d O.C. O EVERYWHERE.INSTALL SOLID BLOCKING BETWEEN FLOOR JOISTS AT ALL BEARING WALLS AND SHEAR (Z)Z)C11 WALLS&TOE NAIL BLOCKING TO DOUBLE PLATES, JOISTS,AND SINGLE PLATE W/10D COMMON WIRE NAILS QK it O.C. (Z)2xlC C ulz' I i Z)Zxt ® 1"i Al, Al, f Ip 3 vOV , .. GF) \ v ; A`• • I f a. V ,v �' Ilyl v I � vii• 1 �`-�_---- •-- � ,..:°� I � 1�' I IL C •. . \ C2lZxlZ ----- `' -t--- I • � j: 1 �7 .:N 1 r/ 1 I 1 N r C�i Imo.{' •Y. f • I � I 1 III —.V•.r-'�_�-- . v ' •a I �fl J 1 _ I I Q� ti cv UP Fes. 1/2INCH DIAMETER THREADED STEEL RODS,CONTINUOUS FROM TOP PLATES TO CONCRETE,SPACE ON 60 INCHES O.C.OR AS SHOWN ON LAYOUT,SEE DETAIL"J"OF SHEET S-3 FOR TYPICAL BOLT RUN SEE DETAIL"L"OF SHEET S-3 FOR TYPICAL CORNER BOLT I INSTALLATION I t I SECOND F-CooR mzAMING PLAN EXTERIOR OR INT wF WALL "W�Q" "�. •F `0,Tml ' "E "T'oc G• 'Z- 'PF-Lr ^'^ �►p» No. (ft) (ft) (ft) (Ib (Ib/ft) ( / (fki) (m) (unWtless) (Ib) (ft). IL Li I i 1 i / U= "Z" IS ALWAYS EQUAL TO 1.33 WHICH IS WIW., M�WYO* FACW. 0= "NP" DESIGNATES THE NAILING SPACING AT PANI'l EDGES AND � AR Y"� L L 'i ,0",Nl,:S- INTERMEDIATE SUPPORTS FOR EXTERIOR WALLS, QR THE SQRF-WS ! SPACING AT THE PANEL EDGES AND IN. MEDIATE SUPGRTS FOR INTERIOR WALLS, UNLESS GT EftWISE NOTED. FOR FIRST STORY WALLS FOR EXAMPLE: 6"/12 FOR ASI EXTERIOR WALL MEAkS TWAT 7/1.6'" CL6C.4TWIJIJ.� CUAI 1 OC ALAA6..Cf1 AT C" --- lte • � � Sheet IC: of o a �- (� ij T�L mo St- l-J u b e- W For h W cJu U Ibsl FL) _1401 /&\I_ (24bwR- 100 V 4► (2)ZXIO Ct)2xto � I- 05 ------- SM MUIL"D° WC ON E►+kiRt No.S-4 L 8H 1•ola FLEE I oDR 1C PLoolz BrRAppIN3 a°n1EA1�1f44La PAGE 1 Date : 06/23/2005 MANNING BUILDING SUPPLY LOG # : E0524F TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JOHN FERGUSON Pitch: Varies/12 Customer: BESTCON HOMES Job Name : Dogwood Modified Address : 1484 LOURAL WAY Address : Lot 1 Paradise Preserve ATLANT I C BEACH 32233 qV! Pamctl-s(Designer: PS - ---------------------- --- --- -- ------ ----- -- -- ------- ------ ------ Left Right Qtyl Span , O.H. l O.H. l Description V-------- 1 13 ' 0 ' 0 ' T1 00 3 13 ' 0 ' 0 ' T2 1 717-1/2 " 0 ' 0 ' T4 1 919-1/2 " 0 ' 0 ' T5 1 917" 0 ' 0 ' T6 1 9110" 0 ' 0 ' T7 1 1313" 0 ' 0 ' T8 6 1316" 0 ' 0 ' T9 1 1317" 0 ' 0 ' T10 ** Beams ** 2 18 ' BM 1 GPLAM 16" 2 14 ' BM 2 GPLAM 16" ** Hardware Floor ** ! " 4 THA422 SY42 Hanger r16 - Trusses - 4 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks 4 - # of Beams 0 - # of Rim Board --------------------- 16 - Total Trusses r PW ( nz j 00 Z m n T 1- ---------- T2 I ---- -___�--__- T4 ROOF TRUSSES T5 3 1 i i I lig N T 6 T7 o T8 T9 T10 �-- —13'7" 7m m DESIGNED BY: JOB DESCRIPTION: JOB LOCATION: PHILIP SHOEMAKER Dogwood ModiFied Lot 1 Paradise Preserve CD /� /� f/ �_y / f f ;.. low �____ �+ \ � �� ��, �� � � � it �\ � �� �.----- MANNING BUILDING SUPPLY Philip Shoemaker 16 Jun 2005 10:04 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2004 Georgia-Pacific Corporation Version: 5.0 Build: 5.0.0.15 Project : E0524.FBD BESTCON- LOT 1 PARADISE PRESERVE Mark# : BM 1 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 565 psi L 3.5", 565 psi r 18' 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 Concentrated(lbs) 578 420 100% 0 2'1 1/2" T2 TRUSS a?w 2 Uniform(plf) 285 207 100% 0 010" 18'0" "K"ROOF TRUSSES 3 Concentrated(lbs) 570 415 100% 0 3'11 1/8" T2 TRUSS 4 Concentrated(I bs) 570 415 100% 0 4'7" T2 TRUSS 5 Concentrated(lbs) 59 43 100% 0 16'4 1/2" T8 TRUSS 6 Uniform(plf) 110 80 100% 0 010" 18-0" WALL ABOVE Uniform(plf) 15 0 0 0 18'0" 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 5072 4078 Max 100% 3593 2870 Min R'n 1479 1208 Min 100% 3593 2870 DL R'n 1479 1208 Min Brg(in.) 2.56 2.06 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 4466 1 1'6" 21 10640 100% 0.42 M(ft-lbs) 19793 1 7-11" 21 34954 100% 0.57 LtRn(lbs) 5072 0 0101, 21 6921 100% 0.73 See Note#5 ? " RtRn(lbs) 4078 0 18'0" 21 6921 100% 0.59 See Note#5 LLDefl(in.) 0.37 1 9101, 21 0.60 U577 TLDefl(in.) 0.53 1 9101, 21 0.90 U407 " 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 Corporation. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required, use Max R'n from 'Supports'section above. 6.Bearing length based on design material,support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9.Nail plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces, 2"from edges. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations:10=D,20=D+100%,30=D+115%, 40=D+ 125%, 50=D+133%, 60=D+100%+115%, 70=D+100%+125% 80=D+100%+133%, 90=D+100%+115%+133%.12, 100=D+100%+115%.12+133%, 110=D+Commercial Ld(100%) 12. Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL, 0 for DL). MANNING BUILDING SUPPLY Philip Shoemaker 16 Jun 2005 9:29 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2004 Georgia-Pacific Corporation Version: 5.0 Build: 5.0.0.15 " Project : E0524.FBD BESTCON- LOT 1 PARADISE PRESERVE Mark# : BM 2 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL= L/240 Composite Action : No 3.5", 565 psi 3.5", 565 psi 12'6 1/2" LOADS Project Design Loads:Floor:Live=40 psf,Dead=15 psf,- Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0101, 12'6 1/2" 17'9"s.c.-"A"TRUSSES AND WALL +Wall(plf) 110 0 0 0101, 12'6 1/2" "A"TRUSSES AND WALL 2 Uniform(plf) 273 199 100% 0 010" 12'6 1/2" 'K"TRUSSES ABOVE Uniform(plf) 15 0 0 0 12'6 1/2" Self Weight *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. Po SUPPORTS(lbs) 1 2 Max R'n 5553 5553 Max 100% 3471 3471 Min R'n 2082 2082 Min 100% 3471 3471 DL Wn 2082 2082 Min Brg(in.) 2.81 2.81 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 4243 1 11'1" 21 10640 100% 0.40 M(ft-lbs) 17412 1 6'3" 21 34954 100% 0.50 LtRn(lbs) 5553 0 010. 21 6921 100% 0.80 See Note#5 RtRn(Ibs) 5553 0 12'7" 21 6921 100% 0.80 See Note#5 LLDefl(in.) 0.15 1 6'3" 21 0.42 0994 TLDefl(in.) 0.24 1 6-3" 21 0.63 U622 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 Corporation. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max Rn from 'Supports'section above. 6.Searing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9.Nall plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces, 2"from edges. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations: 10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133°x./2, 100=D+100%+115%•/2+133%, 110=D+Commercial ld(100%) 12. Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number: 567 Florida Certificate of Product Approval#FL 1999 Page I of 1 Document ID:ISNZ151-Z2417134302 Truss Fabricator: Manning Building Supply Job Identification: E0524F-Dogwood Modified -- Lot 1 Paradise Preserve (EO524FI-Dogwood Modified-Lot 1 Paradise I Truss Count: 9 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995(STD)/FBC Engineering Software: Alpine Software,Versions 7.11, 7.10. Structural Engineer of Record: Address: Minimum Design Loads: Roof - N/A Floor - 55.0 PSF @ 1.00 Duration Wind - 120 MPH ASCE 7-98 -Partially Enclosed Seal Date:06/17/2005 Notes: 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 Denise Rutledge Florida License Number: 58752 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing.. 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 tobereviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number is preceded by: HCU5R151 No Standard Details Ref Descri tion Drawing# Date " 1 80733--T1 05168095'' 06/17/05 2 '80734--T2 05168096 06/17/05 3 80735--T4 05168097 06/1,7/05 4. 80736---T5 05168098 06/17/05 5 80737--T6 05168099 06/17/05 6 80738--T7 05168100 06/17/05 7 80739--T8 05168263' 06/17/05 8 80740--T9 05168102 06/17/05 9 80741--T10 05168264 06/17/0 I�IIIIIIINIIIIII� Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number: 567 Page 1 of I Document ID:1SNZ151-Z2417134302 Truss Fabricator: Manning Building Supply .rob Identification: E0524F-Dogwood Modified -- Lot 1 Paradise Preserve (E0524FI-Dogwood Modified-Lot 1 Paradise I Truss Count: 1 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995(STD)/FBC Engineering Software: Alpine Software,versions 7.11, 7.10. Structural Engineer of Record: Address: Minimum Design Loads: Roof - N/A Floor - 55.0 PSF @ 1.00 Duration Wind - 120 MPH ASCE 7-98 -Partially Enclosed Notes: Seal Date:06/17/2005 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 Denise Rutledge Florida License Number:58752 2. The drawing date shown on this index sheet must match the date 1950 Marley Drive shown on the individual truss component drawing. Haines city,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Revised Trusses # Ref Description Drawing# Date 1 80739---T8 05168263 06/17/05 INN INN IiN�I n�Ilu INN Z W,�,G { x �,•�N � S QZs� v , d r l -57 aa0 7 o a Z Z a m G \ ^ n co W C:) �1 " - j• � � W -14 � J• --A cnQj I) Z cl rn V, O ^.^ .J, 9 --A n c o Y'p Z cn W {Z f v n Go _ C ~ Q x. S OF"� n c7 0 r ' Zy v { fp� o w LP y�\o .Q •p CD Q o -r, Q O fl n s \ 9 3 O \s rn o, 2 a o D r a W w N l G G✓ Z� � � N�`' � G �- G .{ v 1p Vo n 74 C, cP •v -o tp G 6 Q m / n � ,c 71 ✓ W s W 74 c`r N ✓ z t;V -14 Ln Ln 74 11i 74 f o =aA y{n o x s> o G� l c� • N a �',�: "' Cl 0� --A mJ T CO A C-) n (' 0 Q ti CD VO � s o p N ul ol p r S 1\ rn s Z �cl CO c�.D W o $ i)Uyv�tJi/tl f"IVUI CU L.t 'Tj rd 4x2 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING Uat . ird 4x2 SP ((2 N CHORD SPACING(IN OC) START(FT) ebs 4x2 SP 113 BC 88 0.13 7.50 ctjuri meets L(360 Live and L1240 total load. Truss must be installed as shown with top chord up. i� 2 10 8 11,25"I 3 9 12 -1 15" Typ. I— I 3x3= I.5X4(R) = 30= 3X3= 3X6= 2 X 4 Ili r t r / \..,i f 1 0 8 i J_ 10 1 2 3X3= 1.5X4 III 3X3= 3X5= 2X4III 1.5X4 ill 2X4 III [0 Li 7-7-8 Over 2 Supports — R 360 W 3" R-474 W=3.5" ly�CE IN l4l�+1 "p. have TPI Design Crit: TPI-1995 STD FBC 7 16.2 1 NTY: F`Ljj - 3 - - R� - ([ Scale =.375"p(�Ft. 1WARNINV° iR04SfS R1fIU,Vt 0iRCNf I:ARE IN fADRiCAMD1, NAMING, SHIPVING, INSIAtUNG AND BRAC tXG : of TC LL 4D.D P.}( [SCF R151-- OV735 i7�1IN III I:AfJN i,}Stl4 itlf[fl114 0;SO4, tit 151TIi9)Yl..tiUC4l�CAFfNUtID IRUSSSCIIiIX(14 lOF AHfP 3CA�f 6)(lU Atl I4NIEPPR IStS t !•} NSHTO" N NI 5,1 l") F"P SZfttI I, 'I" PR(I m PCRCIs.tim i11f5C 10N"wit'. tiNl CSS f1TIlf NWISi INDICA{ ,* : i* TC DL 10.0 PSS DAT[ 06/17/05 "'SII H/vt PPIWIMY A,1AI.I1"If ilt IF7NAt IIS AND 801 WK 01DAfa SHAtt NAVE A PROPCIRY At(AIII 1ln V .E V \1 1`.71 DATE �ll i7 'J.1 STATE OF : BC DL 5.0 PSF DRW HCUSR151 05168097 "OI SkIiN III fill 111G1%I i AIf IN I'DNfRA.ON AI PINI fN(If"I f'RI if ! /� y --- ---_ wv U III trlN FRIM IIi1J S1k 5IfN ANY III Of iU#111111)IIIf !!.l1, !!! RYr bf I I fl`(} P J HC I'n,(+ C}Q n(}I} Vr11Nt:, -sill ltlt:, lNSI tt lNi N PR l:I NG fit lilf"SSIS. !.4"R{ !!!!*� ` BC LL 0.0 �l. ENG RB/ADR ^I ti3f t{SYIf, }7Y fRis) ANr T t. At PINI •!! ■!!! `� O [ 0 F SED 15998 tiu (tf K ki fi7 pn1V Slf Lt, AI'PAY (/ iM TCJT.I_D. 5J.t1 Phi 1f0111lUN ilR ltAVIMfi5 lfrbh i. _. A SI At N III 1S GS 1WD1lIN11H ,Jori DUR.FAC. 1.00 FROM PS 111A1'tAin nA A. �lfi i[r �C#t'f�II Inn 1D CE1t1 T 0) S 0 OR RIO SA 13 OE 51R0050 SpA P N11gt,A 0cl ohord up• Sh w" With top 1K t1 CNORO o S�r�e 151 55 must be installed a5 � 4 arad15e ire AV i ed ���4;�,u 5P 111 QenSe Mr1 oad• d AX 2 Sp IIS N �vd Axa SP 413 l��e and t�2A0 total e t136i3 tion mets 3X5' _ 1.4-0 15� 3X3' 3X31 3X3 2X41U X3- i 0 S Jl,,�f'��'�// 3X3 _ 37 31v F t• Sca 111 3X3 �� �UTt a R ?, ' 1 11 105 2X4 .......... rt 3 " pSF 061 t.NSF'••. F� 40.0 ppTE p5j6gD98 gnu°us Supp co�t pSF pRW Ncu5R8l_P�R l • 10 1 p. 6 8 Over FgC 6C p� O O PSF 16 SID (�f UV R � v�5°e",viF�ftS� � � 0 p��. ,msvAu,ft� � Z24 8 19 NIftn EMt p\Ati 4110 ltiniln5(t . �yLy)Y�. C W 1D i � Ypl\FS tN1E0.P1ti5E\ S YIANOI{ft �Y�1\ �klill A•�t\\EftN\SCY AI\AC11k yt 1^� F 'n Cr YSN 1r.A(11N, pllltl l5l\Cft It 54 )PE0.t • ����+.+�� '.i � aR r R ©e5� CPvtE tft�1vxv Ilea A A510N1' 1g11SS< ('(tl\NS \ `�1\Epl1 5�111 YI(GA 1Hlo 111f SE fUN IU0.0 SNA\.l \N6\pCf AC I) �•'*/.`y.....NMw ©�"�q c r'{ 1\111tH[ Ill1f iNFry1:)7191 AFII gf.9o. .µANU ep11UM n\PEC E\I�Nll\I 551 Vit. VVV {``�.Y ION r.1�1U I\t 11;SEsµ111\t ltf��S4lN 111 PR\dP. pAl1E 1gnC 1,R APt iAEln 1,NV OF \ft A141ft4 �i t \1^ 11�f } IIPZ NARN1Nn V A>nvtE�' -�ttY vv nVo s\ft �AAnft cAAx 1rx \HIS tw ne 11 t. Av�1Y V�Cj e t}(C1i t' ll. \+t.il ESR 15iPt P\.Y At1J 11\1 Ifl]t.1�UM IN41ft�t IN�lAn fil�l MInLY y\FAWiN(S 1R0\\11S 30\ 1 �� 1t;17151 \ SLLJ.i 1111`+A151 11.i,fY H�pAl UASiC SOA�111Y K1E1\Ilt p[R OftS\Al llApUN11Ai .,ttll uY,_ .,v iiS ...� 1�1 .i1Ht• itiN.l .,..t11 Al 1..c11�I1.Yt1 1NfIS5�iY UI. tilt THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED B1' TRUSS MFR. (LU 244 I)oywoud hludiIIe(A Lot 1 Paradise Preserve T6) Top chord 4x2 SP #1 Dense IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP 112 N CHORD SPACING(IN OC) START(FT) END(FT) 41ebs 4x2 SP H3 BC 109 0.13 9.21 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 15" Typ. r---1 3X3= 1.5X4(R) 1.5X4(R) = 3X3= 4X4= 3X3= 3X3= 1 1 4 � %� 11-4 1-4 12 10-1-2 2X4111 30- 3X3= 4X4= 3X3= 2X4 III -----9-7-0 Over Continuous Support R lU7 PLF W 9 7 0 Rur�� O� V\C, PLT TYP. Wave TPI Design Crit: TPI -1995 STD FBC 7 1.016.21 TY: FL 3 R - Scale =.375" Ft. —WARNING— IP.HSSES PtH111RI EXHIIEVE CARE IN FABRICATION, HANDLING, SHIPPING, INSTAIIING AND BRACING, No. � TC LL 40.0 PSF REF 8151 80737 I<LIIR SI i tIT (HH II NTNG fOEIP0fIE11T SAE(IY INEOREIAiION). PIIHL ISIIEU BY iPl (iRDSS IIA" INIIITIIIf, 5 II'lIIH1IIIl( . 5111IF 211(1. EIADISON. EII 537197 AN 41ICA (YIIIHD IRUSS CIIUNG,IL 11I ('IN ICA, 6IED ENTIRPRISE M:,D7 SUN. NI it,i9, (Olt 1+.1(TY GI+Af 11GE5 PRION IH PEREHPNING THT SE THNCT IHNS. DNI ESS HTHENYII ST INRI'I :* I TC DL 10.0 PSF DATE 06/17/05 1111' t_HUR11 III,' 11A11 PItHPl ft1Y AIIACHID SIPDCTURAL PANI.IS ANI' °(117011 CHIIRD SHALL HAVE A RRUPDRLI AITACN STATE OZT- \E BC DL 5.0 PSF DRW HCUSR151 05168099 / IMPORIANT"- IIIRIIIIH IEY 1 IIIIS IIISI.N 111 IIII INSI II-SINN C NIIIAf.THR. Al MINI (.NG I NI IN III _ it rIS. IH H.II 1 i 1 IIIA I'IHI1 III NY HLV 1,11 1 IPHEI 11115 DLI IN.M: 1..1 FAME ID HHIID Ill(. O • BC LL 0.0 PSF HC-ENG RB ADR 1. ALPI _J II S Iil NI 11.'11'1 1111111; 11 I :(tNl- 1111., II�NULI1 SH II VIN(., 1NSIAI I.INGRI4NA1:INf,LIf INUSSE.S. ,��� FcORM.. / fl 11 Iff- NIM I I '(I( II I..I ills 11 DO (11:.11 H IISIGN PEC, III .!RPA) AND If I. ` t 'd+l 1111 I ".G.I 1-,, pf.11 b.r) nS111 lfi GRAHI "F (N. K/111). GAL Y. STEEL. TOT LD 55.0 PSF _ SEON- 15990 �UNAL , '' ---- --- -- -- \ tf 'NI ffl!SS(I'll Y.iff}( IH't fTH UfY 11115 tf SIGf1, ('HSItIfIN 1'CR IIIA`Nf,S Ififlln ]. _ \ I�'I f- i'I:11 IIII I iil(I lil 51 1 NE I`E 1+ .MME% �,,, - -- -- __---_- - AlTinc Gn'ivieciccl Prndi, uc m n n lGm S1G.a. n EAL Gn IHIs Alp I�nMD(lCy'()i'IY'C I!'N.� IfIUIt.AITS ^I.f.(PIAlllr 11f lP iIISSiHNAI fN�I111F1.ING R(SRUNSIIIII IIY SHIItY FHR IIIE IRIISS f(IEI I'11NEIIT DDR,FAC. 1,00 FROM PS IHII iH[ SI 1 %•I.II IIY :,Elft OSI UI IHIS C0FI1'11111111 1011 ANY HU II.HING Iti IIIE RE 51'11HSIBILIIY UI IIIF Jun Tf'� -- - -- _-- IIAIpfS('1 PI R3s�-T ^111111 .dTIV I(1 .rnI 1 1L (""A 'ING ^,1 0 JR - ?SN Z24 IOLA u" 111t1P LV 1R 19 lu"IYUItfl 11uPW1 1LUHU� a U11'21V�1 u,v]) �U D11L„CU "I Inv JJ I,r n. ,LUbZ4i Uu9aluod I10dified Lot 1 Paradise Pressrvo T7) Top chord 4x2 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP 112 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 4x2 SP #3 BC 112 0.13 9.46 Deflection meets L/360 live and L1240 total load. Truss must be installed as shown with top chord up. 4 1 8 191. 4 1 8 15" Typ. 3X3 --1 3X3= 1.5X4(R) 1 .5X4(R) 3X3= 1.5X4111 1.5X4111 3X3= - 1�-D �, I . 10 1 2 8 V-31 � 18 X3= 3X3= 3X3= 3X3= T 2X4111 2X4111 �-- 9-10-0 Over 2 Supports '1 R 528 W 3" R-528 W-3" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. 1�16.21 F•�•. FL 3 R - Scale =.375" Ft. "WARN ING'" 11+11151:1 I+I OHIPE EX I IILME CAPE IN IAIR ICA1111N. HANDLING, SHIPPING, INSIALLIN(.ANU BRACING. • No � 2 • TC LL 40.D PSF NIIER TU H<5I I fU (B1111 PING I:UMPpNfNT SAIETY INI UR MAI IDN). 11UHI ISIfC0 11 IPI IIIIBS5 PIAIE INSIIIUII. 50 ; : REF R151-- 80738 D IN.l ltlu I1R.. SIII IF Lull, MA.OISDN, MI 51719) ANI)"ICA (WOOD IR.USS COIINC IL Ill AMLRICA, 6100 ENIERPR 15E l • [ 7 I'u l S(,N. 11 5t]19) 1OR SAFE IY PRAT ICII PRIOR 10 1111ORMING TBESE EBNP.TIBNS. UNI CSS U""If,SE IND ICAT[ i * TC DI 10.0 PSF DATE 06/1//05 IIII CNOPU SHALL HAVh PIt(1PF RI1 All+1CHL0 SIR UC(URAL PANELS ANU BOIIBM CNORU SHALL HAVE A PROPERLY AI TAI;III L •1 RIC.IO CI.II ING. STATE OF ;'Ar BC DL 5.0 PSF DRW HCUSR151 05168100 _. -1 II4POR11NT "IOU II I.-❑ (111'1 11115 PISIfH II, IIII 111 1rIIn111N fON7RAfTOR. AIPINC EBUILD IB 35".•••� P.��� BC LL 0.0 PSF HC-ENG RB/ADR ALN 111E N Hf IrE 1I 111111 111 IIY "141511 tl IIr U1R IIIIS H":'":N: ANY IAII URI 1O BUILD IS IIII IL'1: t. tfilll fl Il. II-NI 111' 111111 ING. (H11 nI11Nf R HN nI IIIG Of IRllti)LS. /► (v� ( 1 .11 Pllf 111111 II11,'Ill I. 11 I11,115 f NOS (N'Al fl L Ill.SiI-N SPIT. BY MAPA) AN" IP1. ALP IHC ^ • t0F1 ••/� — — - ----- --1� NII P 11 II /Cf II II f [Ort IM1' IU.". 'C) AS IM SS[PAPE 91/OII (W, R/II,S) l.r\Ly SlI I APPLY �_(�/'�'�•..w.1••••,•�—\\\\ATOT.LD 55.0 PSF SEAN- 15986 Gi NB, WISI LI)A NI II illi IIIIS PCSI GlI, P1151lIVIlI I'EN BR 11I Nf.S I/iOA 7. (�.1/O �• fel)IIIc bI IIIICICII rf,IdUCr$, ITC. I I IIIS I�II l rt N1. rlLRlft , ( ) :1,11 If 1. PIN MIIII% :,) IH IPII ION, SfLt. A SI 1. UH 11111 Y N ■4 DUR.FAC 1 00 FROM PS 1 I11,� INHIL IIS , II 1'illl 11I II 1!511(111 111I:111ICR111:NI IPIIIS1011 111 5111 EIY IOR IIF IItUS'i C.1111f 11N,H1 J1.� •N 1950I'Amley DiI,e II1611 SII:tOII. 10 sit II'.HII IIY IIII!ISL UI IBIS GOMPUNINI IOR ANY Bulit)ING IS IIIL RLSPIINSIBII IIY 111 III[ NNS• (' 7 11."OCSCII F1 33844 11111IIIYG PI11o;OR PIN 1HSI,IPI 1511 i cDArING ''4 D" OR 1 SN �T Z24 (tO5L+E uoywoud f1UtlifiI'd Lot 1 Paradise Preserve T8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N See ANSI/TPI 1 02 Sect 7.5 for additional bracing requirements. But chord 4x2 SP 112 N Webs 4x2 SP-#3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection (meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 13.00 [IAN GER SIMPSON'S TIIA422 FILL ALL NAIL HOLES. Truss must be installed as shown with top chord up. NOrL: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 19.25" 4 1-8 7 6 4 15" Typ. 3X3= 1.5X4(R) = 1.5X4111 2X4111 3X33X8= 3X3= 1.5X4111 3X5= 1 4 0 �/ �� 1-4-0.0 8 10 1l� 3X5= 3X3= 3X5= 3X3= 3X3= 3X5= 2X4111 2X4111 3-6-4-4 — � -- -- 13-3-0 Over 3 Supports R-146 R-1043 W 3.5" R-689 W-3" RUT�� PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. 0.122. 0 ¢ Y: FL 3 R - Scale =.375" Ft. -WARNING" IPDSSLS RLVBIRE EIIRtMF CARE IN FABRICATION. HANDLING. SNIPPING. INSIALLING ANU BRACING O. TC LL 40.0 PSF REF R151 80739 RI IFP fu Nfli T OT (111111 DIN,I:I1tl1'EINCNI SAFETY INF URMAT ION), PIII1I 1511ED DY TPI (TRUSS PLATE INSTITUTE. 5D: I. H01 It 111 fll 5111 IE tD0 MAUI SIN. V!I 5)]19) ANU YlICA (IEIUUD IRIIS5 COUNCIL OF AMERICA, 6300 ENI[RPRISE 1 / I .BISON. NI S:I/1`1) Ill` AFI IY PR\I:TICFS PRIOR i0 PLRF DPMI Nf,T11E SE FIINC.TINNS- IINI CSS OTHERWISE INI11CA" 1. J TC DL 10.0 PSF DATE 06/17/05 111 CIIONU 111 LL NnYE PN UPtRLY AFI4CIIEU SIRUC(URAL PANUS ANU B1111BM CIt 0 SHALL HAVE A PROPERTY AI IAC'IEI • : f ""'° `F"'"` STAT OF BC DL 10.0 PSF DRW HCUSR151 05168263 IF1P IiR IAt1T I II'III II \ HIY I IVIS DISI'fi I !IIF !NSI I.I.ATI IN C0I11 Rl f,I(iR. At PINE I.IIGINFIRI:D � .I S. IN I.'ll II Pl til fl:Bill 1111 NY ItI 1111!111.1111 11111 D[SII.N; ANY TA!URI II BUIL I) TIE • Pi�`� ALP IHt. _I it IN ' H( I'NIl 111 I f 1,1]PI Ilif 11: DLIII S II PIN . !NSI ALI INCA BRAT TNG pI 1ItU15E 5. ��•••.4.011�.� !`�' BC LL 5.0 PSF HC-ENG MNM/ADR I II NI Hil 111111 roll .ml N !I ITIS 1 fll5 (IIAII N.1 IrSlrn SPF:. NY AI APA) AND IPI. AIPINF FS �--�•• AIM. A.."1 IsRAM W/6 (Il. KJB.S) !:AIV. Slat. API'!♦ S�UlyA1.�' TOT.LD 65.0 PSF SEAN- 72302 REV i 1 .'F .i i I'.: 'tIU 1[11`•S (I111PUISf I( IFI IN 11115 DFSIiN, PHSITIUN PER VERANIN1i5 LIMA T. ro 1 IIS t Illll�11 P It, ltllu11V1 VY l)) -Al Ili PER INER IJ III !PIT 211()/ 1:.3. A SEAL TIN 11115 BUR.FAC. 1 OO FROM PS Alpinc Engineered I'aTduc(s, Ill'' Di llt TNI I A-FS ,I IF R, 01 PRHIhS510N,AL IHf TNI Fk IN PF SPOILS ID I!IIY V)I CIY TUR fur (Russ 1'""I, tII 1950A1adev F)II,G II,1 ! sill I i II lSIIiIY SBB USf llI nus InMI'INHII Ion AMY LtuILDINp IS Tut RESPof15IDILIIY 111 IBL Jun {NNesCitN FI 33844 111,11PII'll IF I iolllI RIR "11111-1 1 Srl conOING '1.0" it II�{ f' Ali Ii t� 0 z OZO z aaaaaaa -aa n 11 - - i ' T4 ROOFTRUSSEaS II ............. T ` ..., Iil 'M I III T9 mann BUILDING SUPPLIES INCORPORATED 11155 PHILIPS PARKWAY.ACKSONVILLE,FL 32256 (004)28&6225 10600 PHI LIPS HGHWAY.,lACKSONVILLE,FL 32256 (004)286-7000 JOB NUMBER: E0524F CUSTOMER: BESTCON JOB DESCRIPTION: DOGWOOD MODIFIED JOB LOCATION: LOT 1 PARADISE PRESERVE TRUSS DESIGNER: DP5 DATE: 06/16/05 REVISION OATM PITCH: REFER TO PLANS OVERHANG: 24"O.H. OVERHANG CUT: SQUARE X PLUMB SEARING SIZE: REFER TO PLANS SEAT PLATE& YES NO X TOP PLATE MOTH: REFER TO PLANS ENG,LOADING: 42#TOTAL ROOF LOAD TRUSS SPACING: 24"O.C. "5 VIAND SPEED: REFER TO PLANS TRUSS LAYOUT,DESIGN AND ENGINEERING MUST BE APPROVED &SIGNED BEFORE FABRICATION OF TRUSSES, X DATE:--J_1__./ *NOT/Gff* MANNING TRUSS WILL NOT ACCEPT ANY BACKCHARGES UNLESS PRIOR i ARRANGEMENTS HAVE BEEN MADE AND APPROVED. DO NO?OU7 OR ALTER 1rRU8828 PIGGYBACK ATTACHMENT DETAIL (MARKED AS) PIGGY 1 ON LAYOUT I If ( ATTACH IN 4 SjIkT --= 24"c1c MAX,SPACING To TOP CHORD OF SUPPORTING TRUSS-PIGGYBACK CAPS SETS ON TOP OF PURLINS.SEE ALPINE DETAIL SHEET FOR NAILING SPECS. PLATE HEIGHT 10-1-2 C� 19-7-0 NA NA Dogwood kT dined tat 1 11arcillise Nreserve Iyf ,rd 4x2 SP #2 N See ANSI/TPI 1 62 Sect 7.5 for additional bracing 1 Mrd 4x2 SP N #3 eLs 4x2 SP jj3 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC cU of STRUCTURAL. PANELS OR RIGID CEILING USE PURLINS: DL=3.5 psf, wind BC DL-4.0 psf. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.13 13.13 Deflection meets L/360 'live and L/240 total load. >s musL be Installed as shown with top chord up. i I 18" —6 7 8 5 4 8� 15" Typr 375 � 1 1.SX4(R)= 1.5X4(R) = 3X3= 3X3= 1.5X4 tll 3X3= 3X3= 3X5= 108 :, \ '' =� \ 1-08 140 \ 10 1-2 Y 3X5= 3X3= 3X3= 1.5X4 fit 3X3= 3X5= 2X4 8i 2X4111 �-- 13-6-0 Over 2 Supports R 730 U 471 W 3° R-730 U-47 PLT TYP. Wave TPI Desi n Crit: TF1-1995 STD FBC 7 1. 116.21 TY: FL 3 R Scale =.375" Ft. WAR.N ING`` Illl;s5fI 1'.1,011IVI f%Ili MF.CAR( iN FAIIN I CAI IPN. itANVI ING, SHIPPING, INSIA1.I.ING ANP BRA:ING � �'� i I'll il!Dt Si 1 OJ {PUI1.001(i 1'01M1Vi+N1 Ni SAI CIY INrllvll t6N), PUflLisfitD BY TPf (IRU55 Pt AIE SNSf3[Olt. 5 i C LL 40.0 PCJI REF R151-- 80740 P'6N 1117 fIR., 67 iE 2Uti. I1AUI SI)H N7 51719) ANU W1CA {1000 !ROSS COUNC1t 01 AMERICA, if ENiERYNl SE ♦ (�[ !� M^6iS 1 4t[tiiti97 !(Y 5^+CCT, fAnC7{[f5 Pp.IOR Ttl P"1DNMING rNESF 1 1111t6NS. UNLE55 I)MI i11 111MA1 E 4 * T!' (1L '1 fl fi ftCF �}A7L 06/17/05 I6P SIN Rt f"(1 ! 0 7RnI'Lely.1111i1f0..Rt}Cr6RAl RAN"S AN UDI'GH CUORU SNAIL IIAVE A PROPERLY A13A1l1 1 l' L! lU 11 f J DATE k 11;111 C[ii IH,. • STAT F SC DL 5.0 PSF DRW UCUSRl51 05168102 �'t` i Ict1I tW1 r,l IE£IS OF ff( 11, rift Mill AI(liN 01111ftAf.7(tG. 11YINC fNGINCt ALIT ►• — ----^- NII tti '1'�Mi51UlC foll 110 WVWHIll IILNN MIS UESI&N_ ANY lAllllitt 10131111!1 lilt //��'y� �..' � �VUyi V. ❑P ( L �l— 0.0 PSS 1}( _ENG RB/ DR nv ( pl l: t[Iif. U RPI tri;, *.PIPs ttl C'., iNtil Al llNt�S B"ACi NG 61 IPUSSE5. V/ 11♦ �K BC L 11 V E .J( (i 1, iYU f1 fJ )'1(I t;li lltl5 (ti it N.t tNylix SP[1:. NY MRPny ANR tPl. At PiNC ��•.ti .•• 1�i TOTAD. 55.0 PJF SEAN 15761 stil -1.54 GVM)I d11(6U (If. KPI 5) -kv Sit(I AVPIY /^n/ 1 VV 1 ON fil{S iris!GN PDSill"s PFR NNAII !FNA-1, N�Y , )� r' (� /`�(� FROM 't l'?IFIt 'fill lilt iRUCSACPNl4?Nf if V DUR.1 AL. 1.00 f ROM PS i•nNS I9itlir 9f !IN Jun _. __.__. a. n,n1 N�f SN4 Z24L THIS DWG.PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUOMIIILU HP irtu,;, rHl n. �tu`iC-�F Do,)Wood P9uJirleu Lot 1 Paradise Preserve T10) Top chord 4x2 SP 112 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not located Bot chord 4x2 SP 112 N within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 4x2 SP #3 BC DL-4,0 psf, SPECIAL LOADS IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: (LUMBFR DUR.EAC. 1.25 / PLATE DUR,FAC. 1.25) CHORD SPACING(IN OC) START(FT) END(FT) TC From 304 PLF at 0.13 to 304 PLF at 13.46 BC 120 0.25 13.33 BC From 40 PLF at 0.00 to 40 PLF at 13.58 Deflection meets L/360 live and L/240 total load. ' Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal (drag) forces. All connections FasLen rated sheathing Lo one face of this frame. to be designed by the building designer. 1 .5X4(R) = 2X4111 2X4111 2X4111 2X4111 2X4111 1.5X4(R) 108 1-08 -1_ - --- T 10-1-2 A— i 2X4111 2X4III Ic —13-7-0 Over Continuous Support R 354 FILE U 255 PLF W-13 7 0 Note: All Plates Are 1.5X4 Except As Shown. �s� RNSlip � . �►:y�cE PLT TYPE . Wave TPI Desi n Crit: TPI-1995 STD FBC 7 1316.21 Y. FL 3 R Scale —WARNING— 011LASSES I.I)iUIU` F1l IRt Plr CAP1. IN FANRICAIION, ANNUL ING. SHIPPING. INSIALEING ANG U1nCIN G. tl1 FR TO 0 1 i-01 INH II OI Nf,(11111111 FIT ""ETY INT DP""ION). PIINI"'I'D NY TPI 11NUSS PIAEE INSTITGTE, . NO. 2 ; TC LL 40.0 PSF REF R151-- 80741 l uNOFx lu UR -�11 IE 2OU AI.+Ul SON. WE 5:1/)9) AND EITCA (11100 TRUSS COUNCIL OF AHER ICA, 6700 ENIERPRISE • (` M n015nN, NI St/0`31 FOP, SAl FIY PR ACI ICFS 1RIOR TD PCRFDRHI IN TIIFSE FHNCT RDN S. MISS OTHERWISE INOIf AI T C D L 10.0 PSF DATE D6/17/D5 IOP CIIIIRO $IIAIE IIAVf PITHY LNIY AIIAf.I1E0 SI RUC TUIIAL PANELS ANO 001 FUN CHORD SHALE HAVE A PROPERLY AIIACH • • I11H III IN" $ T BC DL 5.0 PSF DRW HCUSR151 05168264 / tMPORIANT 1 l;sll PY f (111. LI Sr N I) lVtF INSI 11 1lrvN :IINTRA+:Tf1li. A!1'INt fHf,iNFFR[1• Y. SATE �F �I� (- _-__.-� HI TS. 11 SII.IL II rfs I VIII I IP NY IFVI 11 11 IR N II11S HESII,I: ANY 1AlEHxE IH x1111 ,101. :, �•,��VV• BC LL 0 0 PSF NC-ENG JAN/ADR L / ALP INE I II "I H 1 ll 1 IIII IPI 1 xl is TIN' IIANDI IN '1111111G 1111 ALl'I"I k Rit A(:111,OI TPNS>r S, /�/ -- AD :u II 11111 I r,mr II llvnrn r urn 1rv,u nnl DrS1Gx s1r(,. DY nI&nn) AND IPI. 111111 Oj( ••,10RVD•••\� ilkl Iglu 11 I( "IrF 11 1 I1 711;IN 1 I A (11.11 Y1 11111 A65T 1,11 A111 ill 1 1 11. K(N,SJ GAl V. SIEFI. 1111 V I 01 SS =101 IIF; ISS 11111111 Iu 1111)ON IUIS DfI GN. PISITTON 1FN ORAwINGS I6UA). �n/ rte\/ TOT.L.D. 55.0 PSF SEQN- 15973 v IH ill l 111 '.II.1 fl Nllr xl(% .1111 IYII '001 1LI:.l. n SfAI ITN IVIS yI/ MAL C`, ArIIIC111 ITS E EIrr,3dLla,,rl, . DUR.FAC. 1.00 FROM PS r (a II IN IDI i IIs '1111 1.i n( II IV 511N III If111 PlllF L151 IN1IIi 11 IIY 101 FIY fuR Iur TRUSS rnHruxtxl - 1950R1 I1)Duce 1 n n nrt ul nu nv •,U0 u11 11 nuN rnrlrorve Nr IHx ear xmtmNe IS "It RLSYONSIHRIIY HI llrt Il9mcsC1 Fl 33844 Gl I1 n .I.nlr FIR 1,111 I src 7icatccDArl cCr ApLuE ,gyp C�C T.SNL PAGE 1 Date : 06/16/2005 MANNING BUILDING SUPPLY LOG # : E0524 TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JOHN FERGUSON Pitch: VARIES/12 ON Customer: BESTCON HOMES Job Name : Dogwood Modified Address : 1484 LOURAL WAY Address : Lot 1 Paradise Preserve ATLANTIC BEACH 32233 Designer: PS ------------- ---------------------------------------------------------------- LeftI Right Qty Span O.H. O.H. Description ------------ ------------------------ ------------ ----------------------------- 1 16 ' 113111 0 ' Al 3 16 ' 113111 0 ' A2 1 3117118 113111 0 ' A3 2 3117-1/2 113-1/ 0 ' A4 1 3114 " 113111 0 ' A5 1 31 ' 4 " 0 ' 0 ' A6 2 PLY 2 1719" 0 ' 0 ' A7 3 1719" 0 ' 0 ' A8 1 1810"8 0 ' 0 ' A9 4 1814" 0 ' 0 ' A10 1 1814" 0 ' 0 ' All 1 18 ' 113 " 113111 Bl 1 18 ' 1 ' 3" 113111 B2 1 23111" 114" 0 ' Cl 2 813118 114" 0 ' C2 1 12 ' 113111 113111 Dl 1 12 ' 0 ' 0 ' D2 3 12 ' 0 ' 0 ' D3 1 1812" 114" 0 ' El 6 813118 114" 0 ' E2 1 8 ' 114" 0 ' E3 1 8 ' 114" 0 ' E4 1 2119" 113111 113111 Fl 9 2119" 113111 113111 F2 4 815118 0 ' 0 ' F3 4 1 ' 1 ' 4" 0 ' CJ1 2R 2L 4 3 ' 114" 0 ' CJ3 2R 2L 4 5 ' 114" 0 ' CJS 2R 2L 15 7 ' 114" 0 ' EJ7 NC 2 9110111 1110"1 0 ' HJ7 D45 ** Beams ** 2 14 ' BM 3 GPLAM 16" ** Hardware Roof ** 18 HUS26 1-ply Truss Hanger 1 HGUS28-2 2-ply Truss Hanger 1 HGUS412 2-ply GPLam Hanger i ----- --- ------ - - - ------ - ---------- ------- --- -- ------------------------------- 55 - Trusses 20 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 29 - Jacks 2 - # of Beams 0 - # of Rim Board ---------- ------ - ---- 84 - Total Trusses as L 99.7'•8 _ J P 23'7"8 16 - -� 9L� — - - - - R1— CJ1 I cJ I CJ- R i N R3 C2 I' R4 !R6 a — N j R7 '----13'5-4 rn 3 i N W W N �•- W I i 3 4 � � R8 ---- -- ---- R9 E2 R10 m m R11 m CJs v CJ3 F3 CJ 4C W (0 11 v N i bN F2 i I F1 m L G-) Icnr\j 07 DESIGNED BY: JOB DESCRIPTION: JOB LOCRTION: �. PHILIP SHOEMRKER I Dogwood f1odiF ed Lot 1 P z _ anodise Preserve o •• i M \ �/ i I/ \✓ /� \ �\ l � / � /I`�', ✓// f � �� \ / ���. \�\ \ � /3 �\ / ' ^�. \ \ � ' Y` \ \ r .. ;., � � . I �� ,� f�`, ., i':,, ,:,.; <,:;; ti � �� � \ / ` z� ��z . � � 2 d� d^ z� � \ � ��»< . �»� � ��` . . ��� . . �»° � . . �«z . � �� MANNING BUILDING SUPPLY Philip Shoemaker 16 Jun 2005 9:47 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis©1996-2004 Georgia-Pacific Corporation Version: 5.0 Build: 5.0.0.15 Project : E0524.FBD BESTCON-LOT 1 PARADISE PRESERVE Mark# : BM 3 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max Def) : LL=L/360 TL= L/240 Composite Action : No 3.5", 565 psi 3.5", 565 psi 13' 10 1/2" LOADS Project Design Loads:Floor. Live=40 psf, Dead=15 psf,- Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start@End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0.01. 13'10 1/2" 18'0"s.c.-"A'TRUSSES in 2 Concentrated(lbs) 437 318 100% 0 T4 112" A6 GIRDER 3 Concentrated(Ibs) 352 256 100% 0 12-6" E3 TRUSS 4 Concentrated(Ibs) 1207 878 100% 0 12'1 1/2" E4 TRUSS Uniform(plf) 15 0 0 0 13'10 1/2" Self Weight *Dimensions measured from left end when s an#is 0,otherwise, from left end of the specified s an. SUPPORTS(lbs) 1 2 Max R'n 4053 5013 Max 100% 2874 3573 Min R'n 1179 1441 Min 100% 2874 3573 DL R'n 1179 1441 Min Brg(in.) 2.05 2.54 (Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 4237 1 13-9" 21 10640 100% 0.40 M(ft4bs) 14298 1 6'11" 21 34954 100% 0.41 LtRn(ibs) 4053 0 010. 21 6921 100% 0.59 See Note#5 RtRn(lbs) 5013 0 13' 10" 21 6921 100% 0.72 See Note#5 LLDefI(in.) 0.17 1 6'11" 21 0.46 U972 TLDefI(in) 0.24 1 6'11" 21 0.69 U690 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 Corporation. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than im maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9.Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations: 10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=0+100%+133%, 90=D+100°/+115%+1331,✓2, 100=D+100•/+1151✓2+133%, 110=D+Commercial Ld(100%) 12 Group=Load Combination Number+Load Pattern number.(For simple span Load pattern=1 for LL,0 for DL). Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 tae Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval#FL1999 Page 1 of 1 Document ID:ISNZ151-Z2620140025 Truss Fabricator: Manning Building Supply Job Identification: E0524-Dogwood Modified -- Lot 1 Paradise Preserve (E05241-Dogwood Modified-Lot 1 Paradise Pr Truss Count: 30 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995;ANSI/TPI-1995(STD)/FBC Engineering Software: Alpine Software,Version 7.11. Structural Engineer of Record: Address: Minimum Design Loads: Roof 47.0 PSF @ 1.25 Duration Floor - N/A Wind - 120 MPH ASCE 7-98 -Partially Enclosed Notes: Seal Date:06;20/2005 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 James F.Collins Jr. 2. The drawing date shown on this index sheet mustmatch the date shown Florida License Number:522121950 Marley D on the individual truss component drawing. . rive Haines city,FL 33844 rive 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-CNBRGBLK-BRCLBSUB-140GS-GBLLETIN Ref Description 'Drawing# Date 1 80744--A1 05168046' 06/17/05 , 2 80745--A2 05168047 06/17/05 3 80746--A3 05168089` 06/17/05 4 80747--A4 05168048 06/17/05 5 80748--A5 05168049 06/17/05 6 80749--A6 05168050 06/17/05 7 80750--A7 05168051 06/17/05 8 80751--A8 05168052 06/17/05 9 80752--A9 05168053 06/17/05 10 80753--A10 05168054 06/17/05 11 80754--All 05168090 06/17/05 12 80755--B1 05168056 06/17/05 13 80756--B2 05168057 06/17/05 j 14 80757--C1 05168058 06/17/05 15 80758--C2 05168059 06/17/05 16 80759--D1 05168060 06/17/05 17 80760--D2 05168061 06/17/05 18 80761--D3 05168062 06/17/051 19 80762--E1 05168063 06/17/05 20 80763--E2 05168064 06/17/05 21 80764--E3 05168065 06/17/05 22 80765--E4 05168066 06/17/05 23 80766--F1 05168067 06/17/05 24 80767--F2 05168068 06/17/05 25 80768--F3 05168069 06/17/05 26 80769--CJ1 2R 2L 05168070 06/17/05 27 80770--CJ3 2R 2L 05168071 06/17/05 28 80771--CJ5 2R 2L 05168072 06/17/051 29 80772--EJ7 NC 05168073 06/17/05 30 80773--HJ7 045 05168055 06/17/05 ' n{n vra rnrrnncu rn �.v'.r1 , i Dogwood Modified - Lot I Paradise Preserve Al) Nord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. u{� -hard 2x4 SP /l2 N Located anywhere in roof, CAT 11, EXP C, wind TC DIL-3,5 psf, wi,,,r Webs 2x4 SP #3 8C DL-5.0 psf. DWG NCUSR001 02086015 for Deflection meets L/360 live and L/240 total load. .e requirements. The building designer is responsible for the design of the Member to be laterally braced for horizontal wind loads. roof and ceiling diaphragms, gable end shear walls, and racing system to be designed and furnished by others, supporting shear walls, Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. 4X4=- 8 X4-8 3X3% 6 X 8 ill r 2X4(DI) + + + 051. r r i 0-9,4 0 1 2 �l 3-1,�j 2-1 I 6-9-1 �.� a-o-o —---- 16-0-0 Over Continuous Support — R-99 PLF U=70 PLF W-16 0 0 t Note: All Plates Are 1.5X4 Except As Shown. , C TPI Design Crit: TPI-1995 STD FBC 7, •' ''r.t� 1 FL/-/3 R Scale .375"IFt.. 7'WARNfUG-1 IPUSMS P11,V f WNW 1AK IN rAHRIUAiloN. HARM M. UNINNG, IRSIAMNG AND BPAIANG. .� �. T �L, 2U.V PSF 7, p -7 `^ I,,PrSl i n3 £t,llttl}Itl�i,:OHNI1(NI S"U'lY (NtnN4N(IOR), P4111 iSlNH BY IPI JIRUSS PiA7,' ,NSIlIUIC. SNS ` • REF 8151 _ 80744 S11 Ik )Oii {A!)MN. Ht hM*) AND KICA (4lonP IRIISS GIINNClt 0, AMCR(GA, 5tIr11 ENCERDR tSL EAfy��' , - ------- — - - nQ tiIiIIV PRP.('.,Itli 1+P 111P Io P[P(nPM NG TNFS(TNNCT„11,5, O CSS 1)1111P411SI tholr A,( O. •. TC hi 7 It PC(” `(AAT /T[I I7/()[ v AI'ACIkt,SIR jilNA( PANEt.S ANO BOH M 001117 SHALE IIAY1 A PROPER('/At i AC,if + , 1 C DL / U .}1 D 06 / 05 BC OL 10.0 PSF DRW ncusrisl nit(iRons u1s 11 Inl rli.i rnNIR crnR, n,nrer rxrtN(rRr . ♦ —__.,._._.____ __. _ ._._ _ Ilii'+£,ES lfk; ARY( 111411 to Hu110 ,IR. • C INaAu 1N+;w IIN.EING M IL,,:;ES. TATE OF BC LL 10.0 PSF HC ENG RBIAP .iFAPn) ANTI TRi. A{YIM( .R � Q'•' kr TOTED Ilr.0PSF SCAN- 16392 .,._ .•w1 r)iIR.FAC 1 .2 5 F P A M P 2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) S11AMIIITO CSV IRUSS rvtlR. (E0524 Dogwood Modified - Lot i Paradise Preserve A2) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg. Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC OL-5.0 psf. :Lt Slider 2x4 SP ({3: BLOCK LENGTH = 1.500' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) FND(FT) Deflection meets L/360 live and L/240 total load. BC 96 0.33 15.67 4X4=- 1.5 x 4 X4=1.5X45 1.5X4�i 8 I— 8 3X5-i 3X5 0-9-4E 0 9 4 1012 3X8= 04(E3) = 4X4(E3) 3X6(E3) III 3X6(E3) III �1 3-1�j 8-0-0 _! 8-0-0 _! 16-0-0 Over 2 Supports =j R-833 U-603 W-3.5" R--749 U-528 W-3.5" �1NM1 CD �I� N�• s PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. S '••..QT 3 FL 3 R Scale "WARNING" IPII$SHS RIIIUIPF IxI414H CAP[ IN IAP1111:A I JUN, HANK ING, SH]PPING. INS'Alt INT:Alit)N11A,ING. � LL 20.0 PSF REF R151- - 80745 I I'illi IU HfSI 1 111 I"IH ill11l',il"w"M(NI SAFE IY TNI DPI1Ai IHN). P""I"F II HY II'1 IIPHSS I'I.AIL INSTITUTE. SPL� •• I. !111H1RI1 I1P.,. SUI IL (HU. 1A ")I 117 `�-I '1) AFID SI II'.A (WORT) 1PlISS -11lIN!;(I IIF All[.I'.II:A, 61HU EIIIERPR ISE 4G, -' -- -- Il PISIIII WI 1171") FIR SnF ETY PRA,IICFS "IDR IH PIP.F HP.NIINH IIIFSE "M1 1)MS. IINIISS OI IN PW I SF INN I CA I�. • � 1 •• TC DI 7.0 f1SF DATE O[�1/iD5 I,IP (HUNT)SII!\LL HAVE PRIIPEPLY AIIACHFD SIPUCIUPAL PANEIS AND HUIIIIM CHURN SHALL HAVE A PROPIRLY AIIACII • • 1. L f A V RIGID fill ING. � - BC DL 10.0 PSF DRW HcosR151 (151680,17 —IMPORTANT—r IPn1sH n rnrr nr uns DI Sir.N rn.a nr INSIr.n 1T inn Enxte nr Yon. rINF. INLINEE RI Ys •� �A • --- - ---- --- -- ALP INE I'RHHIII lilll, Sq^SLI NHI HI: I'Isrofl,IHII I P .1111 DFVI.I111H IPHN 11115 NESl6N; AIIY FAII.UIt IH HUIIH 111 !1 BC LL 10.0 PSF HC ENG RB/AP IP.I.I11 411 N1�1PII:\N:F 111111 lPl Ill I1'"'111111 NG. "ll",III' 'IIIA I"' I"I 1111 ING A FI.Af'INI;III tP H15I 5. i HI SIGN Nr I.IAS D1111 11 r1 I('%1)IF IP)V ISIHIIS II III)5 Ill.II N I NF SI(N SIrC. NY AI FPA) ANI. 111. AI i'1Nr IINFCI ,IES .APf I.II HI )11:11/I.i�^. (11 H/5!YI P. 1'1 F IRApI i /hII (ll, P/11.J1 I,IV I'llI APPLY % ����Q,.•� TOT LD 47.0 PSF ;FON- 16325 r111F5 II 11 FACT 11115 nl 11111555 ,111{P11i Sf AI11 nN IPIC Ot 51p11 t SIII IN Prl P�1:IR S I'HA ). -(� �•..���..w.� ____ - _. ()1118 C❑1111(:eEfd Products, ❑C H I115'k�.IIUH 0{ 11 II� 1.1I HII PY (1) �1, L U[. I'll DICX nI li iia Ju 1 SI.. 1 51:n1 N 11111 (�[+© � 11111 HIV I"II IIATIS F111'i.litl CI PVIIII S[1 NV INGIlH IIli:I—IIIINIIPII III IIIY I'll, TIN IPI" 1".11 ISI 111 �T N DUR.FAC. 1 .25 FP,0N PS 1950) ')rive n n I -n1 InP I,IN1. 1 vnnln - leI 1�, SIHG,es 3,R> ,1,I,I : N,�' ,�r�'� a, . ...; n ,� ;,CIN �4. �� 1�rA_,L79 THIS DWG PREPARED FROM COMPUTER INFUT (LOADS 8 DIMENSiONSI SUBMITiIn RY TRUSS MFR. (E0524-Dogwood Modified -- Lot i Paradise Preserve A3) Top chord 2x4 SP ff2 N :T2 2x4 SP #1 Dense: 120 mph wind, 15.49 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP fl2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP ff3 :W3, W5 2x4 SP ff1 Dense: BC DL-5.0 psf. :W4 2x4 SP #2 N: (A) Continuous lateral bracing equally spaced on member. Or 2x6 SPECIAL LOADS SPJ3 or better "T" brace. 801 length of web member. Attached ----- (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) withh 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. TC From 54 PLF at 1.41 to 54 PLF at 0.00 TC From 154 PLF at 0.00 to 154 PLF at 31.63 Deflection meets L/360 live and L1240 total load. BC From 4 PLF at -1.41 to 4 PLF at 0.00 BC From 40 PLF at 0.00 to 40 PLF at 31.63 Shim all supports to solid bearing. t Member to be laterally braced for horizontal wind loads. The building designer is responsible for the design of the Bracing system to be designed and furnished by others. roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. See DWG HCUSRO01 02086015 for 5X5= more requirements. 3X5% 3X5-- 8 W4 8 T2 5X7= W5 + W3 + 3X3�i 0-9-4 + + 0 - 1 10 1 2 4 X 8 3X5= 5X7- 3X6111 3X5(Dl) 3X4= 15-7 8 R=194 PLF U=136 PLF W=15-7-8 1t - 19-10-0 `I 1< 15 14-6-13 15-9-12 16-0-0 7-8-0 1 7-11-8 31-7-8 Over 4 Supports `I R-1365 U-775 W-3.5" itNMp Note: All Plates Are 1.5X4 Except As Shown. PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. •6� �+ S '•.` jT FL 3 R III Scale =.1875" Ft. **WAR I NG�' MUSSES PFI{HIPC CXIR4 NF I.All IN FAHP I C Ai 1011, HANDLING, SNI PI IN G. INS IAt I INf1 ANTI HPAI:ING. (' p It[IFR I IIfSI 1.11 (UUII III NG tUMPIIN1 N! Snl[IY INF UPM ATIII NI. PITHI-1SIITD NY TPI (tRUSS PI AIF INSII fUII, , - S T LL 20.0 PJF REF R151 80746 11 NU I)I I.IR.. SUIIl 7U0, MM1UI$DII, WI 5.11 I') AND WII'A (11010 IPUSS I:I111NCI1. Ill AMER IIIA, N111D lN1IRVR ISI • Q• 2 - "-- ---- '-- - - -DISUN VII IIIIII) IIIR SAFETY In"] 'IS PP,IIIP. IU PFRI III+MINC.T'USC FIIHf TIUNS. TIMI FSS HI'll RDISF INIII CA IF�• TC D 7.0 PS F- DATE 06/17/0[ 1IP 1,11111`0 SHAII HAVE PNnI'I RIY ATTACHED SIRUCTURAI, PANFIS AND ISUIIUM CIIUR.D %AlI {IAV" A I'PIIPLRIY At1A1:HF • UL I fi V / J 1`.111 10 CI 11 IHU, - BC DL 10.0 PSF DRW ncusr151 Or16ROPO "IMP OPTANT � r11PNlsll.1 IIHI IF IVIS III I'.1{ lU Iill IN IIAIIAII N I:UNTI' I.ItIV All INI: INI'INf11,It • �w • --- --- - - - - ALPINE I 1111.1 ifll'. <II.1 N�!I HI IlS1 II-II+11 I.I Al1Y ❑E lull trl 1111 RfSI'N: AIIY I IIIYI II' P Ills MI, : /� ' BC LL _ _ 10.0_ PSF IIC FNG RB/AP _ + II.I S III II Il1I.�II DIM 1I I. 1. l III I'.II ING. II tl I II SIIIf I,Nr. Il;tr�.l1 110;R II.AI:INI."I 115. • • ,> 1111.;N 111 I.MS MIIII fi I'I I'F+i 11 PI. VIS IIHS I NNi Ill II N11. III SIGN S111 I— IY At XPAI AND II'1. (PINI �•••• � • TOT.I.D 47.0 P r SF 011 11:33`1 It \IL I1 'lI Ii I.".1 11 I1,'�+Y) M1 II t !AL1 111/'8 (D 1"f ii,S) Y I! SIi.II 11`I.Y RR Mf J i 1 11 I , 1 IP SG nn II 1.11 IIII P.IIISF ID -I 6115 Df 51 II P SIIII+N PII IP,:tII M(S I( J. •�O ....... nine l'M�l(7CeEBd PFOB UCI$, Mc IY It': UR PI Il. ill uE H' [il III 1,1 II Dl% 3 IP11 J' I('. 11'1 Il .Ills -(-�I. { - � P41II.Y. li'tfl l,.Hrr I IC'i INGIIIIIPI I HSII III Y S I(I Inn llil P.SC it RR 111 ���� � DUR JAC. I .25 FP01`1 PJ 1951) I Iln>•e nl>I ^n nr � Inl NI lm! •.. Dw 1 " 11 Ixc ul .. un: --_ - -. L--- 1.1mc0. \uthor338Hi-ti)` ,SG._ ulln �11,nI R. 1 ,,,,,.,:_IPI I u .<.. '�.,., ,. ,.. JUI ''r.": i9s.;, h pl .r.a If .1 I A CI.I � 1.0 JI �. , Dogwood Modified Lot I Paradise Preserve A4) hord 2x4 SP #2 N 120 mph wind, 15.66 ft mean h9t, ASCE 7 98, PART. ENT— 'hord 2x4 SP #1 Dense :BI 2x4 SP #2 N: located within 4.50 ft from roof edge, CAT 11, EXP C, wind IL Webs 2x4 SP #3 :W3, W4, W5 2x4 SP #2 N: DL=3.5 psf, wind BC DL--5.0 psf. Slider 2x4 SP #3: BLOCK LENGTH = 1,500' Slider 2x4 SP #2 N: BLOCK LENGTH 1.500' (A) Continuous lateral bracing equally spaced on member, Or Ix4 SPor better "T" brace. 80% length of web member. Attached LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: wit8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. CHORD SPACING(IN OC) START(FT) END(FT) BC 98 0.00 16,00 Deflection meets L/360 live and L1240 total load. BC 75 16.00 23,67 BC 98 23.67 31.63 Shim all supports to solid bearing. 5X5= z ,z-1 3X5` 5 X5` 5X5 1,5X4 III W4 8 8 1.5X4 (A) (A) (A) 3X5-'-i W3 W5 3 X 5 p94 5X7= 0 9 4 fr 4 4 T BI 3X5=— 10 1 2 4X4(E3) = 5V= 3X5(E3)- 3X6(E3) 3X6(E3) 1 31 15-10-4 15-9-12 15-9-12 16-0-0 7-8-0 7- 7-11-8 31-7-8 Over 3 Supports R=666 U=460 W—M" R-1821 U-818 W-3.5- R--563 U=400 W-73.5" —UD. �N Wave TPI Design Crit: TPI-1995 7. —UT 2 FL/-/3 R Scale =.1875"/Ft, MANNING- Wusli I t1f;O1I P i t X I P M f Alt IN T AtIP If 111011, ji,111t)l INC,, itillPINri. INStAl I INC,ANO M111(ING, IV #C.1 ; tit 1 80747, 1,1*11T,11 NGO(JQ PRIM SAIF1Y 1hrOPMATIQN), 11OHLISIRP BY CPI jumss MAlf SO-1% TC L L 20.0 P SF REF R151 11 -H OF �MIPIM 6AVO MI PIT'is, I,r: Ol I'll S,;MAY WN, Wi S371�) IM)WI(A (IMOU IMS UlUfl� Ail TC DL DATE 06/17/05 7il , I I PPAC,I I Cf Pl I fP TO Pf VW11IM; IWF fIINIJTONG. OTOtPWIq INV If 7 0 P SF MAVt Hflllfl[Y AHM"117 SIPUCIORAL PARtIS AMO BOTTOM CIO)RO SHALL NAVE A I'VOil'MY WACIOI 8C DL 10.0 PSF DRW ;N'IMIATION C0NfPA(iOP,. AirIfif lN(,'jtOfFT • --'—`— -"---- -- .--- ltlt'f'.II ------ I P it?,`111, IMS TO�11R; A" I AIk"Ili 10 W011 11 IM E --i I 1�, "I"r "'0, " IN 0 't, B C LL 10.0 P S HC ENG PBI/AP 111:�,"I IN,, N; SPF(- Sy A A R 11 T I i)))) lifl ....... D TO 11 LD. 411.0 PSF SE ON- 159411", oni DUR.FAC. 1.^5 r R 0111 PS THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIIIENSIONSI ;U6t-111 ILD 1St IIiUS; MEIi. (EO524-Dogwood Modified Lot 1 Paradise Preserve - A5) Top chord 2x4 SP #2 N :T3 2x4 SP #1 Dense: 120 mph wind, 15.66 ft mean hgt, ASCE 7 98, PART. ENC. bldg, nnL Bot chord 2x4 SP #2 N :132 2x4 SP #1 Dense: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 :W3, W4, W5 2x4 SP g2 N: DL-3.5 psf, wind BC OL 5.0 psf. :Lt Slider 2x4 SP #3: BLOCK LENGTH 1.500' :Rt Slider 2x6 SP #2 N: BLOCK LENGTH - 1.500' (A) Continuous lateral bracing equally spaced on member. Or, lx4 SP #3 or better "T" brace. 80% length of web member. Attached (B) Continuous lateral bracing equally spaced on member. Or 2x4 with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. SP #3 or better "T" brace. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. 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 98 0.33 15.67 BC 97 15.67 23.33 Shim all supports to solid bearing. BC 96 23.33 31.00 HANGER - SIMPSON'S HUS26. FILL ALL NAIL HOLES. 5X5= NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 5X5% 3X5-- W4 8 T3 8 1.5X40 (A) (A) W3 (B) 3X5% 3X5�� 0 9-4 W5 5X5= 0-11-9 B2 10-1 2 TT 3X5= 5X7- 3X5(E3) 4X4(E3) 3X8(E3) III 3X6 (E3) III 1 s 15-10-4 �E 15-9-12 15-6-_4 _I 16-0-0 7-8-0 -7 7-8-0 31-4-0 Over 3 Supports R-642 U-435 W-3.5" R-1859 U-860 W-3.5" R-522 U--364 rx� PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. e•� � % TY. FL 3 R - Scale =.1875"LFt. ""WARNINGS` IVIISSFS P.LnUII1F LNIPEHF I:APE IN IANRICAI IDN. HANDLING, SIIIPVI/IG. INS IAILIN, AND BRACING- • //�� p p RCI(R In DfSI l nI IDIIII D[NG CoMPnNI Nr SArriY INFORMATION), PURI ISDFD flY 1111 (IPIISS PI ATF INSTI IIIb., 583` • ;9 TC LL 20.0 PSF REF R151 8D748 U nryOFl?III UR.. "III IE 11111, MADISUII. UI 511191 AND NICA (IIIIUD 111111 CIONC.1. UI AMFI?ICA, 6:11111 ENIIP.PHISE LNC /` (` ------ --------- - ------- FLIDISIN. III 51719) TIP SAFETY PRAI.TICFS PPIDR lO PER-Rlinlf. fri,sr rUHcnoNS. UNI rss D111rkVISF lNDIfATrD� . TC DL 7 0 PSF DATE 06�17�05 IUP CHORD SHALL IIAVE P11IMPLY AITACIIED SIRUCIURAL PANFis AND NNIIUM CHARD SHAL I. HAVE A PI!UPF_RLY AI IACHEI !If,ID f.I.II INf. • s ; C DL 10.0 PSF DRW ncuSP151 ogi6soiu 'IMPORTANT .III.IISII A foVY ar IVIS USIGH TO Ii1F 1NSIAlIAII.N 'OD Ip AC IOR AI PINT NN1INrT II • �� /_-(l ALPINE II.IpIIf IS Ill SI 11 N HI. IESP 41.'1111 I 111Y PIVi.\II "1 IDIIFI ITIS UfVL11. AIIY IAII NPI I UttIIU I'D �=. ' BC LL 10.0 PSF H1. FIVG RB A{ I1\[ Itl 1 f.11ANI( tl II'I: IlD 1'AI IN;, INII IN 11111 PIH' Ir1SIALI INf LID INf.nl INIIISF S. i "- - DI I[GH fflll 1FI5 NII,, III 1',.Iilr PP ISIONI I NIS Itl 11 NM1I 111 SIfH till I. A{RPrt) AMII II'I 11.PINI • P •• ��// - ---- (� - - --- BlNlr'11i. I..IIS Vii 11111 Ir ?0 171 n;l (tl iii ✓. nS 111 AF. II Ur 1 InU Ili. N/II,1) 'Al V. SIH L_ PPIY �/�7� RI •' TOT LD �7 0 PSF SE)N 1635'. _ A 115 I. li\I:I II ISS ANI .LSti 11rR111.1 I III N [1115 iISItN P1.II IIIN PID DPANIN15 I I 1 \A_� ••...... . J \IIY IfIGPE II II I Pi If II HILI it (') 11.11 11! I'il rIHIx Al 11 Iilnr) rf. i A SERI. II IVIS /` Alpine F n ginmcd Products, nc IP+AItIG IN,I,.V(S 111!.111 F41I R11 ILI CII IIII 1 !I S'I N'II.II IIY S lrl I.I INF IR h♦ 11Pufll Nl DUR FAC 1.25 FROM PS 19501t�..'1^• IirIPC pltil __ III "II 11Yfnit "UIH I SP 111116 - ;. - laines(fit T3tR-14 .� 17111 ;. cNIR r .:Irl 1 is:. ;,. ..:.� -inn FI.Certificate of Authorization d 567 ,tC I r� . 4.D '" J 6 '�..` THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & ISI HEW',[ON51 AJBHITIFD til IRU_=S Lt I, (E0524 Dogwood Modified Lot 1 Paradise Preserve A6 2 PLY) Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :B1 2x6 SP #2 N: 2 COMPLETE TRUSSES REQUIRED Webs 2x4 SP #2 N :W1, W2, W8, W9 2x4 SP #3: Nailing Schedule: (0.131"x3"_Gun_nails) :Rt Slider 2x6 SP #2 N: BLOCK LENGTH -- 1.500' Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 7.75" o.c. SPECIAL LOADS Webs : 1 Row @ 4" o.c. (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) Use equal spacing between rows and stagger nails TC From 54 PLF at 0.00 to 54 PLF at 31.33 in each row to avoid splitting. BC From 40 PLF at 0.00 to 40 PLF at 31.33 BC 5554 LB Conc. Load at 13.29 Bearing blocks: Nail type: 0.131"x3"_Gun nails BRG X LOC #BLOCKS LENGTH/BLK #NAILS/BLK WALL PLATE 120 mph wind, 16.14 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not 2 15.708' 1 12" 14 Match Truss located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Bearing block to be same size and species as bottom chord. DL=3.5 psf, wind BC DL-5.0 psf. Refer to drawing CNBRGBLK1103 for additional information. (A) Continuous lateral bracing equally spaced on member. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 120 0.28 15.67 BC 97 15.67 23.33 HANGER - SIMPSON'S HGUS26 2' 4X4= BC 96 23.33 31.00 FILL ALL NAIL HOLES. Shim all supports to solid bearing. NOTE: 5X7�i X � SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LOADING, BEARING, AND OTHER INFORMATION SHOWN ON THIS LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT DRAWING SUPERSEDE INFORMATION ON THE INDEX SHEET AND CATALOG FOR PROPER APPLICATIONS. ON THE LAYOUT. 8 r 8 3X5% (A) 3X5�� (A) W9 W W2 3 X 5 4X4(B2) = W8 0-9 4 5X5-- 0 11 9 J 4 4 - I 10 1-2 lB 5X4 III 5X8(R) III 3X5% 3X5(E3) R-1425 U-826 W-3.5" 8X8(R) % 3X8(E3) III R=6637 U=3845 W=3.5" 15-10-4 _I R-437 U=428 15-9-12 =415-6-4 16-0-0 r 7-8-0 7-8-0 31-4-0 Over 3 Supports COLI PLT TYP. Wave TPI Desi n Crit: TPI-1995 STD FBC 7. c&•�•••• M •••• T NJ FL 3 R - Scale =.1875 Ft. *"WARNING * IR.0 SSES RENUIPE E%111111 1A1E IH FA611CA11ON. HANDL INH. 1HIPIING. INSIAILING ANE,BRACING. • (] (� PFi rR i H SI I-UJ IBt111 OINH COFIPO NrNI STI EIY INP ON 11A1ION7, I'UOL 1511rO HY EPI (IRu55 PLAIC INSIIfUIE, 59;1 -� TC LL 20.0 PSF REF 1151 00747 II t11ILFR III uR., Sul iL IDH. MAL fSON, HI 5:1/I91 ANO NI f,A (41 OlIV IIiUSS CI HINT IL OF AMERICA. 6A00 ENTERPRISE IH; :� --- [----- -._- MnOISOII, HI Si/191 POP. SAFCIV PRA'lI CES PRIOR 10 PF P.r ORM INP. III'SE FUNCTIONS. IINLE SS DTII I.RHI SE INO1l:AIl1= TC DL 7 0 PSF DAT[- OV/1^1/05 IDI' I.WIRE, SHNU HAVE PRII P FR LY AIIAI;HEO SERIICIURAL PANELS ANO BOTTOM CIIOItu SHALL HAVE A PROPERLY Al IAC IIF=. • • • l• J L 7 R II:IO CF II INH. � • � - - BC DL 10.0 PSF DRW HCUSR151 0516e050 *IMPORTANT** II 5 � nr I • _.____._._ -..__.-_.. _- ... ___ F;11X1511 \fOIY If f..15 OF fIN TO TIIF 1X57.111 AT1ON '(HlTR .IDR. All INF fNCIN4F Rf•� IPI UuriS IF' 511 LI 7',, 1 NF I.E IL IIS MILE 1111 ANY OF I EIOH IRIIM IVIS OL 51,H; ANY FAILH.I_ IU RIM I) ill ALPINE IP_SS 111 OII. 1IMAM'I. !11111 Il`1 IP (1I 111 n11NG. II.NIIING, 5111 1111"' INS TALL III II F HTALINH Of IP.US S{S. ';• TA O ��/�� BC LL 10.0 PSF HC ENG RB/AP •{�I/� mSIHn luv ells win ,rll un1u1 Tet 1.-lens r uos {x 11 n I HL51 N -r n., nr nrnrn) nnu rnl. ni clot JJJ��� --- - 1111X1[1 1 EIAI{S 4PL M III OF /II/IH/i-;A IH H-5/Y) A 1F ( l 11RALF 1./60 D1 VIIL.S) OAI.V. STEEL. APPIY O '•.. 4 ��i TOT.LD 47.0 PSF SEAN- 41710 II\115 If, I F At I u P-S \FID. ulIF55 111RHISI 'III Illi IIII 01.1114 POSIIIOO PIP OP1tIINfS .>.S =(lainogesmce.eProductsA'nnl-; 1N-n11,,115 -`;nnlrFl Ir1 P N:l IN'llnn-1.� uFFIP1,11111Y51111 ,A S1.AI �I'll 1X1 1115 2ineFrd , 111155, 111 z.••�•+ DURFAC. 1.25 -- FROM - P 19501L- 11,ke It-- 33844111'' -3384411.,. PH5 Ie.IIt" FL C,,Glicatcn l Authm.aMUT 9 567 - C - - - .. :.CIN9 '24 ISf __ _ZLfV t� THIS DWG PREPARED FR-t7',1 COPIPUTER INPUT fL')ADS & DINENE PINS SU6111 T I F_p BY IRI cc SPP (EO524 Dogwood Modified Lot. 1 Paradise Preserve A7) Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 mph wind, 16.23 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not Bot chord 2x4 SP #2 N :B2 2x4 SP #1 Dense: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N :W5 2x4 SP #3: DL-3.5 psf, wind BC OL 5.0 psf. :Rt Slider 2x6 5P #2 N: BLOCK LENGTH = 1.500' (A) Continuous lateral bracing equally spaced on member. Or 1x4 Left end vertical not exposed to wind pressure. SP3 or better 'IT" brace. 80% length of web member. Attached wit 8d Box or Gun (0.113"x2.5",m1n.)nails @ 6" OC. (B) Continuous lateral bracing equally spaced on member. Or 2x6 SP #3 or better "T" brace. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. 4X4 i 4X4= IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) 8 BC 29 0.00 2.42 BC 97 2.42 10.08 BC 96 10.08 17.75 Deflection meets L/360 live and L/240 total load. Shim all supports to solid bearing. 3X5 HANGER = SIMPSON'S HUS26. T2 8 FILL ALL NAIL HOLES. (A) NOTE: (A) SPECIFIED HANGER(S) BASED ON SOUTHERN PINE 9-9-15 LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT W5 CATALOG FOR PROPER APPLICATIONS. (B) 3X5-- 5X5= J 4 4 B2 0.11-9 10 1-2 2X4111 3X5 (E3) 5X7= 3X8(E3) III L<2-1-s.J I 2- I, -6- ,I 1- 2-122-5-0- 7-8-0 T 7-8-0 �- 17-9-0 Over 2 Supports R-966 U THIS DWG PREPARED FROM COMPUTEP INPUT (lO.ADS S DIMENSIONS) SUBNIII[ED B1' ilE UliS MIP. (E0524 Dogwood Modified Lot 1 Paradise Preserve A8) Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 mph wind, 16.23 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not Bot chord 2x4 SP #2 N :82 2x4 SP #1 Dense: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N :W5 2x4 SP 1/3: DL=-3.5 psf, wind BC DL-5.0 psf. :Rt Slider 2x6 SP #2 N: BLOCK LENGTH - 1.500' (A) Continuous lateral bracing equally spaced on member. Or 1x4 Left end vertical not exposed to wind pressure. SP y3 or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. (B) Continuous lateral bracing equally spaced on member. Or 2x6 SP #3 or better 'IT" brace. 80% length of web member. Attached IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. CHORD SPACING(IN OC) START(FT) FND(FT) BC 29 0.00 2.42 4 X 4 i BC 97 2.42 10.08 4X4-= BC 96 10.08 17.75 8 Deflection meets L/360 live and L/240 total load. Shim all supports to solid bearing. HANGER - SIMPSON'S HUS26. FILL ALL NAIL HOLES. 3 X 5 NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE T2 8 LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 9-9-15 W5 (A) (B) / 3 X 5� 5X5= 4 4 82 J 0-11-9 �- -(�j}10-1 2 2X4111 5X7= 3X5(E3) i" 3X8(E3) III 2-2-12-, 15-6-4 _I 1-2-5-0 T 7-8-0 1 7-8-0 17-9-0 Over 2 Supports '1 R 834 U-812 R-834 U-370 CO�� PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. •3 FL 3 R - Scale -WARNING`* 'POSITS RFgII1NL F%IPEFIE (,TNF IN FABRICATION. PANEL Sin PPI NO. INS1At.LING All 11111EIG. • v TC LL 20.0 PSF REF R151- - 80751 Ill TII ❑f 51 1 OT IBUII RING CI1MPlINFNT SnrE TY INFUR11,11ION), PtIB11S11Fn nY TPI (TRUST VLA fF IHSiI TUT,, srr �' U'ON OI P.11 OP.. SUIIL loll, FIAUI SO N, WI 531 19) AN I1 NT CA (,111UU Ir U55 (.E111Nf.IL OT ATER CA, 6+11111 EN IE RPI'ISE Llr : •.9 '--'-- ------'------ -- IlADISaN, Ill 537 11) roll SAFE FY PRAC1I PPIOP ,0 P L R r OR HINB ,HESE (IINCTIIIN S. UNIf SS nT11FRN IST INBICAIF Q TC DL 7.0 PSF DATF 06/17/05 IOP G1111RU SNAIL NAYF PI?'IPE RLT AIIACIIEU STR TIC III'IAL PANELS AND IlO r1 UM CII 11RD SIIALI. IIA VF A PIi ITV(.RLY AI FAC HI' RIGID ',FIT TNG. BC DL 10.0 PSF DRW IICUSR151 05168052 *IMPORTANT rOPHI SII n cop OI' illls BFSTCm If) TIT[ INSTAI I ATION CON FRAC(OR. AL'[HE FNGINrf RI • • - -------ALPINE IPOPUt IS II. 511,,11 H I BF 1'E SV rI51RLL r nr1Y 11FN1 tI N IRnFI 11111 DF51CN; ANr I 1 111+T TU BUIID III :♦ A E O BC LL 10.0 PSF HC ENG RB/AP ] PACs IO 11 IM�Nt-F lil 111'1: 1. 1/111 I:�I III II. Ii.NOI III„ 51111 111f IH.'JAI LIHti A 131...6 TNG Of IPLIS SL S. 1151"(11FII IITi1111 ,III I Ati, PP VI%11'NS 1 NUS IN III1N11 11151 N SII f, BY ArAVA) 11111 Trl. AI 1'I NFA . GAt1( : Ili N 11.5, GAI tl. Sirrl.. Ar Y ' TOT.LD. 47.0 PSF SF0N163619ISS .1111 I'lli SF t :.II II III III15 1.rIr.N I 11111111'CP IIP All I lIfS I.r11 7- . A, ❑e H:� I 111 SSI NIN{1 NI TIM RI II'i "II II IIY II InR 1111 'PISS I:OHPPNt NI A\ DUR FAC. 1 .25 FROFI PS II VIN('. 'ill-,.nS '')SOA I IT ftlC 1 .. •.••1L I(Y ^f III15 •• ""II FIV •' )I N1. I '.r INSIH IUf 511 111 ., . n _ .F' .antes( .3384 1111 :;, 1,nrR r _:: ., fLCcrtifi tale o(t�uthori zalilln 4 567. "'' " u. .:",INA -> -4.O J� 1SNk Z 26�` THIS DWG PREPARED FROM COMPUTER INPUT ILOADS E DI MEN5I014,1) SIIBMIITED Lai IRU_.`; !I!R. (E0524 Dogwood Modified Lot 1 Paradise Preserve - A9) Top chord 2x4 SP #2 N 120 mph wind, 16.14 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N :W5, W6 2x4 SP #3: DL=3.5 psf, wind BC DL-5.0 psf. :Rt Slider 2x4 SP //3: BLOCK LENGTH 1.500' (A) Continuous lateral bracing equally spaced on member. Or 1x4 Left end vertical not exposed to wind pressure. SPI}3 or better 'IT" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. 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 107 -0.33 17.71 HANGER - SIMPSON'S HUS26. 04i FILL ALL NAIL HOLES. 4X4= NOTE: 8 f— SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3X5�� 8 ( 1.5X44// 9-9 15 (A) (A) W5 3X5�� W6 J- 0-9 4 �10 1 2 2X4111 3X8= 3X5= 4X4(E3) 3X6(E3) III 1-2-2-12-1- 15-9-12 1 18-0-8 Over 2 Supports 331'1 R-848 U-813 R-848 U-382 W-3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. OV-is .�T 1 FL/ 3 /- /R/- Scale ^''WARNING`" 1'IDSSES If CIU IPL F%)P.IMI -PL IN FARRICA;1011. RANUI_]FIR. SHIPPING. INSIALIING ANU GRACING. •� TC LL 20.0 ESE REF R151 B0752 PtILP 111 RCSI I DI IFII IIHiNH (IMP n NFNI SAIFIY 1"1 ORMAI PUGLISIIFn )1'1 (IRMSS PI AIt iNS"tIlTt, Sn i• D IIIilIR.111 UR.. SUIIC MAUI SI N, M] Sl)19)Y. MICA (IIUDO fit USS CnU1121,CL 111 AMERICA, 6111U FNIIRPNISL I _• O�522 1I `IISON, LII Sl)IN) FOR SAIEIY PP A(iICFS PR(nP IU PFRFOkMINE. TH[5( (UNCI IONS. UNI ISS Di11FP.WIS( MIDI CA[ v TI` DI 7.0 PSE DATE 06/17/05 CHI)RD SIIALL IIAVI PP.1Pf NLY A)IAI:IIFD SIRUI-1IIRAL PANELS AND BUITOM CHORD SIIALI HAVE A PROPERLY AIIAr,M • �v L l Y1 U J i • -- -----... -- - -. - RIGID CL II.I CIG. � BC DL 10.0 PSF DRW Hcusal51 09168053 IMPORTANT** IHR 111511 A COPY 1I IVIS VISI ISN 111 TIIF 1"It1,1 AT IFR CHN IRA,IDR, AIPINF FFIRI HIIRIS :• -TA - - F 1111E IS ❑J, CII II lul PJ. Pk SPaflS l Illi 111. ANY GFP LM11If 11 FIU1I1 (Ills DIIIIII; ANY I A I I DPI II MI;CIH IIID . BC LL 10.0 PSF HC ENG RB/AP II ISS IN NI 1RMAll I II II`! 1 IAMIt II.r\IIN:i, 11./III IN.. 511111 IN IIIb All INr R 11.E 1'INf.OF II.HSSI S. � • _ —) 1A 11(itI f it PIIS dI II II-II'AIiIF IPIVISIIIF F IRDS (IIAlil N,1 DFSI-N 511:. NY P;.) tFll IPI. LIIll : © .• TOT LD _-_.. [.. .[ —.. V�ALPINE H;S!,I ASTM 5JrMV nI1 N'19Y 47.0 PSF SL-QN- 163J4 I Ii I II I f ) H•..II HI Ptl. A)IHI% S 111 II`il LII ! -V 1. SL,)1 II pApj'.nginee)�Cd Products, nc '.IIII: I I '',II'S I �II1 t II II SSI Ill tNr,ll1 CIN' Ri:PANS 11;11 It Y SIII.IY trrV Ilii I RII S ..II1I'IMIII lO�+�\ X41 AC. 1 .25 FR0H PS 1950 4,0-i)Pil'C )1 S1� I ' +I1 I IV I� ;r I IVIS '� SII 1 IIIIII DIMG it',,, NI,I I1NSIH 1 i�' E Inures( 33444u n1 I I Y III IIIL UR F In �... clw 4.0 1-Nt Z26t, FL Ccrti iicate of Authori�nhln k 16 THIS NIG PREPARED FROM COHFIITER INPUT I,LOADS & DIMENSIONS) SUHMTIIFD 11 rRU,', H.E. (E0524 Dogwood Modified Lot 1 Paradise Preserve - A10) Top chord 2x4 SP #2 N 120 mph wind, 16.14 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N :W5, W6 2x4 SP #3: DL-3.5 psf, wind BC DL 5.0 psf. :Rt Slider 2x4 SP /13: BLOCK LENGTH = 1.500' (B) Continuous lateral bracing equally spaced on member. Or 1x4 SP #3 or better "T" brace. 80% length of web member. Attached Deflection meets L/360 live and L/240 total load. withh 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) (A) Continuous lateral bracing equally spaced on member. Or 20 BC 107 -0.33 17.71 SP #3 or better "T" brace. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. 4X4= HANGER = SIMPSON'S HUS26. a {— FILL ALL NAIL HOLES. NOTE: 4X44- SPECIFIED HANGER (S) BASED ON SOUTHERN PINE 3X5LUMBER VALUES. REFER TO MANUFACTURER 'S PRODUCT CATALOG FOR PROPER APPLICATIONS. (B) --- e 1.5X4/ (B) A) W5 3 X 5 0 3-8 W6 T0T4 +10 1 2 3X6111 3X8= 3X5= 4X4(E3) 3X6(E3) III 12-6-4 I 15-9-12 _I 18-4-0 Over 2 Supports �I R-862 U-789 W=3.5" R-862 V390 W-3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 :' ••CEN ••�'•r Y. F`L 3 - R Scale =.25 Ft. "'WARNING— IRUSSE5 RFTUIRE LAIRE14F f.N1E IN IART If AnuN. RANOLin(i. SIT TPP ING• INS FALL i NIi AND BRACING. ��: :•� TC LL 20.0 PSF REF R151-- 00753 RI F(R TD NISI 1113 IRU II.UING COFIrU NF NT SA(F lY INF(IR nAIiI N), PwOI ISIIFR DY fPl (IR USS rI ATF INSIIIUIF, 503 Il UNOFR II OR.. SDI IE IDR. HAD SUN. N[ 5A/1 Y) AND MICA (WUVD IR USS ,x UrIC II RF AMERICA• 6300 FNtERPRISE LN.� — 6 —7 —. ---- A11 11111 1 Wi rR IGIDN CEI it INC. IIIA VEI DRUPE 21Y Af IACNEOSSIPUC iURALPrAHEtSIANUIDR FiDMLCIIItRU NSHALUNHANE AIP IRVE RI YIA IiAI;IiED= : C •5 12, BC DL 10 D PSF DRWEncusR0i 61 0!1 8054 'IMPORTANT w FRPNISII A CUPY IF THIS UF51D11 I0 TNF INSIAI.I.ATION rI1NIRA1T0R. AT PINT FNRINFFR(r -- • S ALPINE IF RLCIs Irl SD.,II NDI NF RI SI'NSIRIF F 1. A.rIY Dr 1111 rN tR'IM THIS RIS1 ll' .Ill I �t 111 RRIID INE :. BC LL 10 0 PSF HC ENG PL IAP II I:S RI tll I hl:dlll 11IR IPI I. I GLICAIIFl G. n,..N III INf,. Silil Plll ItIS IALL ING.¢ liR hCIHG 11 IPIIS SI S. � , I _ l 11.-1:N I NF IHS NI 111 1rl1 •.1111 rR YI II N. I NRS THAM NAI DF51FN 511.:. III AIAPA) ANR II'1. I.r I TIT • _ --- - ---- r1Ua VI+Its AIE 1LE R ! 1 "I,I�A Ill.1111,1. ASI" 16.3 :V,lUE 1'f 11 (W. R/ll•s) GA"1R SF11 U .II Y •+♦1lQO�O.•'� �. TOT.LD. 47.0 PSF SEON 16369 � 171:. 1 1. I ILEI I IUSC NF lIi F55 1111 rVISF IDI nIIR II IRIS I Tell PI SIIInN PIV UR nt11NS •......• C t N' IPG II CI 9 rl If: i II Ili 1'1 11: 11 PII IIfX Ar 01 IPI-%n F'_J. A SF AI II IVIS OUR FAC. 1 25 _..{=ROP'1 PJ AIp IItE'Lttgtnef:(eLl f't ull LlCl$, ❑C Ii 4111 Hr, It Di � r5 ":11 Nil I IR❑1 SCI i -1 INI..I F51'oMSIR iI IIY S❑FIY FOP Ill lRRss Fon ONI NI 1950 Malley Drive lR.R shD1111. llO ♦Ullt+li It 111 AND Ul! ry ITIS rrxIPUNCNI 1111. ANY 11,111 DLNG IS IRT PI 1I'oNSIDILl 1Y RI 'IIF "'i'.•i cit-f"Tics r._u3zat�i�.:.+''r. rI1tI�,. cLne ri I I ,. . _ )111 nAra� f� .. ;. .. ;I N( 4.0 :. J 1 S N Z 2 61,. .. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMIIf["I BY IRU SS MLR. (EO524 Dogwood Modified Lot l Paradise Preserve - All) Top chord 2x4 SP #2 N 120 mph wind, 16.14 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT I1, EXP C, wind TC DL 3.5 psf, wind Webs 2x4 SP #3 :WI, W2, W3, W4, M3 2x4 SP #2 N: BC DL-5.0 psf. :W5 2x6 SP #1 Dense: SPECIAL LOADS Deflection meets L/360 live and L/240 total load. - (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 154 PLF at 0.33 to 154 PLF at 18.33 Member to be laterally braced for horizontal wind loads. BC From 40 PLF at 0.00 to 40 PLF at 18.33 Bracing system to be designed and furnished by others. See DRW HCUSR001 02086012 for gable details. The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and 4X4=— supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be 8 designed by the building designer. (**) plate(s) require special positioning.Refer to 4X4 4, tooth count on scaled plot for special plate 3 X 6 positioning requirements. 2X4111 M3 Shim all supports to solid bearing. W3 —I 8 2X4111 W2 W1 3X5 W5 W4 1.5X4(**) III 0-3 8 + + + + + 0- 4 +10-1-2 3X6111 3X8= 3X6= 1.5X4(**) III 12-6-4 I 15-9-12 1 18-4-0 Over 2 Supports R-661 U-478 W-3.5" R-280 PLF U-202 PLF W=10-2-0 N Note: All Plates Are 1.5X4 Except As Shown. F. COL •tc,. •... !y .••'C EN..••�S••. PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 .E. TY: F+L 3 R - Scale "WARNING" TRUSSES PEHIIIRE E%TPLMI CAP.1. IN IABR ICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. T C L L 2 0.0 P J F R F F P 1 5 1 80754 RFrrR III BCSI I Ul (B IIIL Df Nr.CIIHPfI IIr NI $AI riY TNEDRMATION), PIIRLTSIIFD BY IPI (IR DSS PI.ATr INSilluiF, 587 • ■, •�� I1 INUrA IU UR.. SUITE 2'TO MADISON, WI 5:1119) AND WI , (WUUD IRLI55 I:(IUNCIL OF AMERICA, 6.1OR FNIERPRISE LN. N : - M DISUN, WI 5.1119) FUR S�\FFTY PRACTIC.LS PPIDR TO Pr.Pr DPMIINr, TIIr SE rUNf,I ION S. UNLESS OTIIL RH ISr INDICATED • • TC DI 7.0 PSF DATE 06/17/05 1 1 CIWPO SHALL HAVE I'RUPLRLI AT TACHE 11 STRUCTURAL PAN[LS AND BUT TDM CHORD SMALL HAVE A PROPERII ATIACHED� l� L /1 U J RIGID IT TILING. • --- - --- - BC DL 10.0 PSF DRW IICUSR151 05168090 *IMPORTANT TOPF-11 A COPY r IIIIG DI SIGN TO THr IRTALI ATI N C,ONIRIC Top ALPINE INOW IRE • ---"'--------'--- - --- ',-,IMPORTANT-* I'P LIC IS 111' SIULI Hul HI REST rt6"'"`:.I,';.RI;\N;NUI VI IN"'R111`II II M Til I111N61,SIH51 Alt 1/MY R'fIIOIIBGi 01 BI 11155(5` • ST T •;• BC LL 10.0 PSF HC ENG RB/AP ALPINE 11'U55 111 II Ptln Nrl 11 III 11'1 i �. /� I F11GN 1; NI A� Nl ill III.If.A1Hr PPnVISIUNS UI NI)s IN 11 110 DISIGII SI 11:. HY AI RI'A) nflD IPI. /I.I'INI: O • I� - -------- ----- -- - ---- IIInI:Iol 1.Irs AIIF IL I1 IIF PD,LT„��,:, (,.1115,v, ASI1 , GI''DE ,FD 111 Nnl.A, G,11- STEL. APPLY ••. 0 1Q.•• TOT.LD. 47.0 PSF SEON- _ 16376 IAlrs I I 1 CII r,r II IIH1S NB UI;Il S hill Rlll Sf _:Tru IN 11115 DT SIGfI P)S Ii1nM I'l it ImAWINrs ICI+. I. 4•.•O• _-._.-._ _ _. A ,.NY ill ll'i I IIIN III 11 11 I ILtI lEl IIY [I) -11.111 BI fl IINrX A,, 11 IT'” III. I A ',I Al 11 IIID ` Alpine ErigitCCI�)�'roducls, ITC. I1 P,rtlilNl Ifl'1ClIFS N I HT 1'H IISSI 11\I CIiIIIIIIIIN' PISI'I/15111i1If'! P Illf PI15S I.......MI NI �o�AL DUP.FAC. 1 25 FROM PS 19111 "live DtI 111 IL IIY I IIIIS 'll lIIR "DINT. t '"'I'DNtiU III F. ••��!'1 - -.- :-u. ;i Dines 339449:=. HI 11 ^:1. cN n, r : Irl I ... . „:: '. ;. i, ., ::.:Jun .r, - - Pl.(uii ficatc of'\utl)orizat) n*<567: .r'" .`:C I N 4.0 t J 1 S N `,.,r L 2 6t t:: THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIPIEH IONS) SUBMIIIIU i3'! II'll III R. (E0524 Dogwood Modified - Lot 1 Paradise Preserve B1) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL -3.5 psf, wind Webs 2x4 SP #3 BC DL=5.0 psf. End verticals not exposed to wind pressure. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) See DWG GBLLETIN0405 for more requirements. BC 75 0.41 17.75 Deflection meets L/360 live and L/240 total load. The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. I Member to be laterally braced for horizontal wind loads. Bracing system to be designed and furnished by others. 4X4= See DWG HCUSR001 02086015 for more requirements. B F- 8 3X3% 3X3�� 6X8111 6X8111 + + + 0-9-4 n + n n 0 9 4 � 10 1 2 -3-2j L11-3-_� 1 2 15 7-9-1 1-2-15 ,I� 7-9-1 I I 18-0-0 Over Continuous Support R=102 PLF U--70 FILE W-18-0-0 ,��u1MNINq Note: All Plates Are 1 .5X4 Except As Shown. •.COL���Y PLT TYP. Wave TPI Desi n Crit. TPI-1995 STD FBC 7. E N •.e�1T 1 /FAL 3 R - Scale `"WARNING*" iR.USSFS PL OU IRE E "", I:All IN LABRIIA111111, NANDI.IN';, S111PPING, 1NSIAILING ANO BRAC INE.. �/ TC LL 20.0 PJF p RCI ER fR BEST I (17 (DiIII UT NE.COMPONCNI SAFETY IREIIRII�•I ION), PURL ISIIED BY TRI III?1155 PLAIL 1NSiII,,T ' SB. i• REF R151- 00755 Il'nNI)(RIU Olt., SUIIE 20U. MADISON. UI 517191 AN U NICs (WUnO TRUSS 1:pllNClt UE AMERICA 6 10 ENIf RPR ISE 2 1 ---- ---- — _. MADI SDN, NI SA]l9) LRR SACCTY VRAf11 EIS PR 1118 111 PERFDRMI NG IIIE$C LIINf.I TUNS. UNI.(SS DIIICRWISE INDIE.AI1{• L •• TC DL 7.0 PSF DATE 06/17/05 IUP l:ROO11 SNAIL NAVE VP OPPE RLY AT IACID0 STRUCTURAL PANEL$ AND BUT IRM(:11URU SHALL HAVE A PROPERLY ATTA(- li f R If IU f(11 INf.. BC DL 10.0 PSE DRW IICUSP151 05168056 —IMPORTANT lIR11 1511 A -OPV OF 11115 DLSIGN TL) 1111 INSTAIIATIRR E.ONIVAETDR. AIVINC 1NE.i NL EP.L • ----- -----_----. 'UO 1t 11)UC IS IH SNI,LL 11 t1 HE PESPIINV DIE H0R AHY DLYI1II III IR�IN 11115 pE5 i1Jl; AHY FA II NRC lD BUILD Ililj ;• TAT ; BC LL 10.0 PSF HC ENG RB SAP ALPINE UI510 IN '111 ❑MIJICE 411111 TVI IP 1,BIt11A11NE,, II III111NG, Slllll lNr,. LNS IALI INIi A NRAL INf,UI IRNCSE S. • l au5s • ----..--- ___ - .X 1. 111 Pf1S 1(171 II If,;.NIL rl. Ilii 1115 X11 NITS (N II 11. "ION SrLt 11Y Al RPA) ANTI 11'1. AI PINL • : _ fnNNtfIRI ILAILS ARE 4_U1 UE 20 TRlIf GA (W II/STY,) AS1H Afi.'1(f PAUL. d0/PV (ll. N/11,5) GAL V. Siff] AI I'kT •••., ••�R1��. TOT.LD 47.0 PSF SEON- 16315 - II A111 1 1 II EAI.f Ill 11. SS IND, Ohl ISS RMF Pt1151. I 0 1111 UN IVIS Of SIE.N P SI1 II'D PLR PR AWI RE.- IIIA J. c V - AlpineTEnrineeied Products, nC ANY IRs'4 TI N n1 PI 1E5 1 tlILIE1 Br �iI SIIAII DE VLn 1NRL} Al L IIII-/1101 SL: 1 A SEAL N ILI15 •ti••••• ISR WING NLILAT" 1 11.1 f1RIr-slflN,11NGINIL1ItG PL—NSIfllEly S1.L I Y I OR IIIE IRIKS IfIMPIINfFli DUR.FAC. 1 25 FROPI PS 1950 1—O'he oEa1,• ., n u nTl •11111'_ 1nI DIN. 1 I - --_ - _ _.__- __ nll.l lY m ui SPn Nl In 1 0v n IIII Ne - „� „lamest, — 3384:, rou , ;. -;.I GLAIR 1 :Irl tir �[ PI.Cem Ncate of Authorization 0 56� .x.`,*y,e. ;,;., :e .:..�INC 4.0 :- Imo:.... 1 N L 2 THIS DWG PREPARED FROM 0019FUTEP INPUT (ECIADS & D1E1EN-,T0V) SURMiITCD B; MFF.. (E0524 Dogwood Modified Lot 1 Paradise Preserve 42) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg. Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL-5.0 psf. :Lt Slider 2x4 SP p3: BLOCK LENGTH - 1.500' :Rt Slider 2x4 SP #3: BLOCK LENGTH - 1.500' IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) FND(FT) Deflection meets L/360 live and L/240 total load. BC 97 0.00 18.00 4X4= 1.5X4 1.5X41 8 (— � 8 3 X 5 3X5-- 0-94 1 F=tl 0941012 3X8= 4X4(E3) = 04(E3) 3X6(E3) III 3X6(E3) III Ll-3 0 �1 3-�j I 9-0-0 I 9-0-0 I 18-0-0 Over 2 Supports ,I R=923 U-628 W=3.5" R-923 U-628 W-3.5" utnn •COL,�N PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. 8• .�+E�aS'••••. T (FL 3 R Scale =.3125p"/F[t. "WARNING"" IRUSSES RINEIIRF EF rRI ME CARE IN FAHN ICA]IUII, HATIDI.I Nr., SHIPPING. INS IAEI ING ANT)BRACING. •V Tl. LL 20.D PSF REF R151 OD�J6 PI F.P. IH 'CSI I-U3 (H1)II DI NG r11NPHNr HT SAFELY INFURHATIUII), PII'IISIIFD BY TPI (TRUSS PL ATC INSI ITUTF. SIT Z :• r U'IINUI PIU III SUITE LTO MA1115oN, 411 5:11 I9) ANLL NTCA (41000 I11USS r.1111NC IL OF Allt It i(,A, 6JDU ENTERPRISE I�i O� — P1ADISON, NI S3]IF) FUP $ATITY PP.ACIICIS VRIUR 1H PLRFHRMING iHFSF FHNrI"INS. HNIESs OtTI4P.ulsF INDICAI( : D L 7 0 PSF DATE 06/1 7 0 5 IIIP CI{UIiD SNAIL HAVE I'ItUPE RLY AiIACHEU SIRUC IUNAL PANELS ANU 9UTIUM[WIRD SHALI. HAVE A PRUPFRLY ATTACHE_= S / BC DL 10.0 PSF DRW 11CUSR151 0516£1057 RIGID rnI INr IMPORTANT (1 Rlsll A f.n1Y Br IVIS BISIrN IU THE INSIAI ATLUN r.UNIPArTUR. AI.I INF ING INI FRf -- --- - - -- ALPINE PVHUUC fS IN SII, I PI!I UE RF SPILLS IDLE F I. ARY HFVTAIInR IRi'M IBIS 0L 5I LN: ANYRUfIU II ij �:� T1 BC LL 10.0 PSF IIC ENG RP/AP muss IN f HtAR1.1 HI a II'I IAH.1: IIA.. 1lII ItI. =III PIfl,' uI51.LL ING.O B"'LING Uf 1HIS51 s. s fI SIr.N 1111 III WI111.IPI Ir-ARIL PP ISII'll\ I NIS (N i R11 DISIGN IIC. BI AI/T/,) Ar TPI. AI,INF. ------ -- --- - -_ - Tlllil.CTiT II ES APF TI II uI JI/i)/i ;A (H II I1 ASIA .til HIAUF A /M' hl l/1I 5) ';AIV SIFII. APPLY �Q� A O'� TOT.LD 47.0 PSF SEAN 1531.8 �4 IIAIrS I:'I — T IP 5 ..NO 111111' 1 IPHISf 1 II N IVIS IIISIUfl PIISI i I'III PIP. HRMI I11es I1U1 ) -(� •' ..•.• �� Alpine x.17 IIif2lfd PfOCiUClS, IIC H, Ulsl l'l l IT ( 7 'I I I BF PTI R11 RAlOT IP I I 2PI P 1, , s1 AT )N IH15 (� -_--- IiI IL I1: I II LII EI I ' / [ [ ( I� 1 1 \Il ill[; ITC111..If,S II'IAII'._1 1 IP I11 P",", INI;i NII 1""TIT Si�.)fIh IR I11 Y "'I I(IY I N III 11+IIC= PIMP MINI ��� DUR f A(. l L5 RUI'I 1 J !` 1050 I 01i,'e IrV 11 If "'ll IfY 11 ILII N1 IIIP "" HING 1 " "SP Itll11 "' ILII: IRI..:.,,. :IalITeS 33844t„ .-. B III .i CUMIN i IP 1 7 --.: ..' .. ...,, ._. Fl.C e(tificate of AU111007ation a 567 ,`." +C 1�I ''�4 .(] .-�.. J , 1 111,�., 7111 THIS DI'IG PREPARED FROM COMPUTER. INPUT (LOADS & DIMENSIONS) tUBMIIIFD BY IRnSS IIIR. (E0524 Dogwood Modified Lot 1 Paradise Preserve Cl) Top chord 2x4 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x4 SP #2 N Webs 2x4 SP b3 Nailing Schedule: (0.1311'x3"_Gun- naiIs) Top Chord: 1 Row @12.00" o.c. LOAD CONTINUOUS LOADS LOAD CONC. LOADS But Chord: 1 Row @12.00" o.c. CASE SIDE L FILE R PLF START END CASE SIDE MAG X-LOC Webs : 1 Row @ 4" o.c. 1 T 14.0 14.0 -1.3 23.9 Use equal spacing between rows and stagger nails 1 T 40.0 40.0 -1.3 23.9 in each row to avoid splitting. 1 T 4.0 4.0 -1.3 0.0 i B 20.0 20.0 0.0 23.9 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not 1 B 20.0 20.0 0.0 23.9 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. Roof overhang supports 2.00 psf soffit load. Right end vertical not exposed to wind pressure. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) #1 hip supports 7 0 0 jacks with no webs. TC 24 7.00 23.92 BC 69 0.29 23.92 Left side jacks have 7 0 0 setback with 0 0 0 cant and 1 5 0 overhang. End jacks have 7-0 0 setback with 0 0 0 cant and 1 5 0 Deflection meets L/360 live and L/240 total load. overhang. Right side jacks have 0 0 0 setback with 0 0 0 cant and 0-0 0 overhang. 5X5= 3X8= 1.5X4111 5X8= 3.5 �j 246 +1012 1 5X5 3X5= = 5X14= 3X5 (Al) = 1.5X4111 1-4-0 1 7-0-0 I 16-11-0 I 23-11-0 Over 2 Supports �1 R-2275 U-1416 W-3.5" R-2426 U-1451 W 3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 : is IV fill Y FL 3 R - Scale =.25" Ft_. -WARNING- IP.USSES P01NIRF Fx1RFMC rARE IN FABRICAIIIIN. NANOI ING. 51111111MG, INSTAL(ING AND BRACING. �r • � (� 'I 80757 Rr FF V, IU RlSI 1 n3 (61111DIN6 FOMPUNF IIT SAFETY INFORMAIIIIN), PIIBL ISIIED BY IRI (TRUSS PLAIT INSlI HIT( 58.9 ` • T C L L 2 0.0 P S F R F F R 1 5 1 8 0 7 5 7 U ON 1F It10 UR I. SUIif ]n(1, MAIIf SO N, WI S_I ANO WI('A (41U n0 iItVSS f.OUNCIL OF AMCRICA, 6:3110 EN rFRPRISL LN.= � • PSF WI 1111.) FOR SArr1F PRACi11I 1'1 IDR 10 PF P(OP.N ING Inr SE FUNf FIDNS. UNI LSS n1nFRWI5F INBIVAIID. ♦ T C DL 7.0 P S F DATE T E O 6/1 7 (O 5 101' f,MITI+U SHALL HAVE PROM NLY AI IA f.114U S1RU1:1 URAL VANFIS AND B1111UM CHONU SHALL HAVE A 1RnPL P,LY AIIAF.IIFD / r,J h1 U 1 ! J 1I(:ID fr It IN(;. - --- ------- -- C DL 10.0 PSF DRW ucuspi51 o5I5aos,B IMPORTANI r111fll II A COPY or IVIS u1SIGN To IIF INSIAIIAn N 'I INIPAr10R. AT PINE FN'.1wFRF ' (` -- -__--- - -- ALPINE IP gIOf IS IL' SHnll NII NF PLSIJN , I P MY OI 1I IION FR nM IVIS UL51(N, ANF IAII.I PI. lu PII IID IDI T ; BC LL 10.0 PSF 111. ENG RB/AP II ) ii 11.P.MAhII 1!1 N II'I: I. i311.AIIN!., 1 III.IH.. SI iI IN IHS111111' w. II! IH11 Ilf IPIII SI S. -.--..--. _- I1FSIfN )NI ItIS L1l fll (PLIC 11411 PPl ll lOfl1 I NOS (N II N I DI SIIN St Ft;, IV, 1131' ;fll II X. INH iI it C5 ARF I.II H l IP.I ;, I 11 'Y.1 ASI, St f,Plllr FII ik K/H -.) lAl'/ tilt APPI '•. R TOT LD 47.0 PSF 'EON 1595? .Inti 111 14CI 1 111P "III SS II '•iI SI i f r1U N 1111Solo Si BI i(SIIIIIN III. I.mu1115 1 1. 400D,• - _ - _ It 1NY Ill til'1 it II �)I II II. LII{III BF „ I\II Br 1111 00 I 11 1'11 11111/ I IAI 1111 IVIS •������ww���_\ 1f FAC - -- AlpineEngineered Products,hic. 11'111 HI III III AIIS N P II StiI 1111 lNI;I NI Itl! VI SRIINtilll ll IIY R III II S' f11i)111111 S' `. �`�� DUR 1 AC 1 .25 I R'l�'1 PJ 191(1 ,FhIy'2 PI 51 I' ..'llllry � � I 1111 ... III curs .•" 'LOI1111 I '^SPm111}■� Ilii Fbi�y��.,- - ---- '.:�i e:r,I lalACS ..x, 3j84- 8111 1, ,IGNro - 'IP1 1 ; z , :i. amu.IP�s.. .. >.l]! a3LM��' ." ,>3: .., r-.CIN .,-24 .Ot J am. ISNtz Z FI.('.elli ticatc of Authorization Tt 567 -J �.'�O Cl C, ro o, o G �NN i � Z n� �P 0 2 -nom;o a J D t0 ar � 1 ions s a 4 WAS d' w '—l"...Ji� cS��N ov :Q 1 Z � mED O Q cD \r � O -d O (1 \� "o n �'' '��� S GO o N� �� A � 1 THIS DWG PREPARED FROM COMPUTER INPUT /U)ADS SU3MITTED 6, IPu`S MIR. (E0524 Dogwood Modified — Lot 1 Paradise Preserve - D1) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 -0.08 12.08 The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and i Member to be laterally braced for horizontal wind loads. supporting shear walls. Shear walls must provide continuous Bracing system to be designed and furnished by others. lateral restraint to the gable end. All connections to be designed by the building designer. See DWG HCUSR001 02086015 for more requirements. 4X4= 8 F- 8 6X8111 3X3% 3 X 3 + 6X8111 0-9-4 n + 0-9-4 889 [�,1-3-1_:::.j L�_1-3-1_�j i l z 15 1 4-9-1 I 4-9-1 1 1 z is 1 12-0-0 Over Continuous Support _1 R-107 PLF U-80 PLF W-12-0 0 tta�u+ Note: All Plates Are 1.5X4 Except As Shown. F. CO,Ll �S•'"CC•E N'''�y PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. �U'• r •'• T L 3 R - Scale 11 "ADD, I. -IIIPI' Nf. INS TALL INf,ANU BRAI'ING. "WARNINGIS IPlI55I5 ItI911IPF E%IRLHt CAPE IN FABR IrAI IL I. 1AI BL IN S I - ' TC LL 20.0 PSF REF R151 8075.. PTFIP II n(SI !-Ol (NII!1111 Nf fOHVONi NI SArCTY INF OPI1Ai lUN), I'lIRI ISIIrN 9Y 11'1 (IRIIsS Vl Alf INSil1UlE, Snl� o • - - Q P'11I1UI'i1111 ITR., SHITE 2UN, HOU ISON, 411 5-5177) ANB wICA (1l011U TRUSS C11I Nr IL ITV PHEN IfA, 67011 LNIEPP0.1sC IIQ i Q• � —'----- tLlOISDN ill 11117) roe SAI CIv PPnCi lfiS PPIOP TO PCI?I OIinIING 111E 5[ rIINrT IONS. UNLESS OI HIPNISE INDICATr TC DL 7.0 PSF DATE 06/17/05 IOV IOLVD SIMILE HAVE PROPERLY ATTACHED STRUCTURAL PAN(IS AND HOT IM I:I TORN SUAIL IIAVF A VROPERLY Al IACIIF= PIG10 fr ii.ING_ • TA C DL 10.0 PSF DRW IICUSPI51 0516P060 IMPORTANT * IIV.NISN P.f01Y or 11115 OrsIGN IN TIN INSIAI I ATIIN rnN111,TDR. AIV INT rNgINFIPFI) • -- -- ---- ALPINE IL.'"1:S li SILtI IIOI NT ISP.IIS IIIA « II ANY '1) '1'1'7 IPIM IVIS DESIGN; ANY IAi111UL I0 I ITN TIIT : C LL _- 10.0 PSF HC FN RB/AP N M tll 111 tl'I HI IIAIINf., 511111 Iflt, ItISIALi ING F IIIA 1NI,III IPl IS. P SIGN 1. 111' 11111 .PPI II;A.NI1 PI VISIIN IIT NI1S (N II NAI. Nr S If II \141'., IIY Al II A) ANn 111. All INF ///���•.•• � R Q••••'!i� -- -- 'i1Ni(.III 1 LS APE FIA i II / A (II Ij5(Yi A 111 4 _I 1RADF i 'll (11 Y H ) q IV. :1111_ lPIY � . ,�R� , "__VV TOT.LD 47.0 PSF SEIaN- 164(!? .141151 III. I1S11".N I SIIII'GA N III. I I.ALIIN n1 �••.a•• ________ -_. _ 1 N INSI II 1 F IL II II llFn II, II II if Ph1 NIX t I II IIJn I/ SF l 1 11"1 II LITS ■ - --- --�— Alpine�.ngileercdPfoduct3, TIG i IIIIP� III XIfS I I. IfI ( II Ell 1 f IN,:I tll 111 T M iI II IIY 11Y PP III lP S 101 11-11111 III �a��l AC 1,25 FROM PS 1950 I^•TTTi%e nI SI ""IU IIY ., •TF 11115 ,,, ,•"III Ire ^• N' Inlet I I eISiIN`.111 IY a I'll FFF _. _ - .. DUR F t-,—, .:Iaines ,,.:,33RA4 ..: r. n .',: IhnrPr :.IPII �. �, �, Jun i ,., ,CIN6 -'4.01,:., JI --ISN _ Z2(— PI.(ci!ilicate nI Awlimizp(I TH 4 567 THIS DWG PREPARED FROM COPIPUTER INPUT (LOADS R DIMPN�TUN;� sD(;MIIIED yl IeUS'.: rir V. (EO524 Dogwood Modified Lot t Paradise Preserve D2) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot. chord 2x4 SP 112 N Located anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, wind Webs 2x4 SP #3 BC DL- 5.0 psf. :Lt Slider 2x4 SP #3: BLOCK LENGTH – 1.500' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' 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 0.00 12.00 4X4=- 8 X4=as 3X5% 3X5o� 0 9 4 0.9.4 10 1 2 ri 1.5X4111 J- 4X4(E3) = 4X4(E3) 3X6(E3) III 3X6(E3) III 6-0-0 _I, 6-0-0 _I 12-0-0 Over 2 Supports R-564 U-410 W=3.5" R-564 U=410 W-3.5" ut�uNn CQ���� PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC IINNAN �••.�l 1 FL/ /3/-/- /R/- Scale %"WARNING R# 1PHS,SES P.IOIIIP.E Ex IRFMF I:APE IN FABIIICAIION. IIANDL ING, SHIPPING, INSIAI.EING AND BR AI;ING. • V TC LL 2D � PSF REF R151 8076D Ilia Io DCSI I-Dl (111)111 Nf. COMPUNI III SAFETY TNI Oa""1 DN). I'UBI11111I :11 IPI (TPIISS PI AIE INSTI III II. 55'1� '• oNOFR7 II,— SUI HE L O, "AD1 SUIT. NI S17J9) AND YMCA (WnIiD TRUSS I DNI;IL Df AEl ICA, I,'Ill' to I TWIT ISE Lny • — —--7- 11�D1SlIN, WI 51]19) I P S,F(F IY PR ACTIt IS PRIDP. iD PIP.IORMI Nf.TIIF SF I'IN I'l!DNS, IINIISS OIDIRWISt TNDICAII • N �. TC DL 7 D PSF DAT[ D6/1/ /05 i P CID)PI) IIALL DAVE PPIIPLIllY AI IACNED SIRLICIURAL PANFIS AND BOTTOM CIINRD SNAtI. HAVE A PR.HPtIt1.Y AIIACIII� • L RIGID CFIL ING. : ---"-___ _—__._ BC DL 10.0 PSF DRW 11CUSP151 0516"61 IMPORTANT IIIPtl i.11 fOPY F Till, DFSIGN TO 11IT INSLAII TTI B con TR!.('IDR AT PINI INGI HFTaI� --- --- -----.-- L ALPINE I D1f15 I LII I II VL9 11 .F I'll ANY OLV II D 1RIIPI ,1115 DfS11'1, ANY TAILIPd ID RII11IT 11 �T BC LL 10.0 PSF HC ENG RB/AP 1111:. III NI ILII.N'I II III II'1; 11 I,I DI I(: TIN(, II HI)I IIIf 51111 IN'. IN 1,.11111 A DP Itlf I 11(1S.11 ill P 11 {1111 \PI11 DII PI 'I:I IHS 1 DS 111 II N.I 1151 N SP- IIY AI PI A) 11111 II I II IDP 11 IIS>P - III I (151 A (1 TStP,) AS 11 ,P.111 A I (l! N/11 -.) .r\IV 51AI1'IY • • -RWI51I I. IIIGII 1 SIII�H I I..,II III.- IA ]. • -TOT__LD 47.0 PSF SEQN-. __ 16411� ' DIPI III 1 I1 2N/ 1 SIM 11111$ .... [A . dLIC'tS, ITC V NII Pi W� IS FIIIP IIll STII IIY 1' IITI ��� - DUR.FAC-.---- 1.25 1 R 11 Wltll� 111 i ^.IIS IPi .t�". 1 II 1.11 II ING i TVI fI IH II Si TIN Tit 1111Y 1 IIIY IIIf Iltl IP111S f�lll 111111 111-I PJ �1151)h I I)I I\'C HI 51 IH I'��II IIY I� I it I1 ,I-1 IIHI I(Ilr FI —,t1T1cate ,118118. ni n _.. ,.,GnIR P .;.Irl 1 ,, .- - '_ _- Ilvc ,. 4.0 It lsrl 26J i Aut61.nrmrnt 7X6,I - J0524 Dogwood Modified Lot 1 Paradise Preserve D3) IHIS DFIG PREPARED FROM COMPUTEP INPUT fL0A0S & DIEIENSIGNS) SURMITIED BY IRUSS MIR- Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, wind Webs 2x4 SP 113 BC DL-5.0 psf. :Lt Slider 2x4 SP #3: BLOCK LENGTH - 1.500' :Rt Slider 2x4 SP J(3: BLOCK LENGTH = 1.500' IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) FND(FT) Deflection meets L/360 live and L/240 total load. BC 120 0.00 12.00 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. 4X4= 8 8 3X5% 3X5o� J- 0 9 4 0-9-4 -�- � �10 1 2 1.5 X 4 111 4X4(E3) 04(E3) = 3X6(E3) III 3X6(E3) III I, 6-0-0 _1, 6-0-0 I 12-0-0 Over 2 Supports R-564 U-410 W=3.5" R--564 U-410 1MMINq PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.114 r.�0-1Je0j-Sat4NTY FL 3 R Scale =.375 Ft. *'NARN ING"` IRUSSES RE)1111" EMTP[ME rARE IN IASP I CAI IO N. HANDL I NO, sUIPPING. INSIALLING AND DRAC ING' i • TIC L L 2 O.� PSF REF 8 1 5 1� - 80761 IFf[R TD Ii I.SI I-flJ (UIIILUIN.1'OHPOM(NT SATT TY INEDRMAT IDN), PURL ISIIE II DY TPI (tRO55 I'1 AIE 1N511 I1/lC, 5Bt I ONOI I1I la'., SUllf tOU. MADI SOlI, HI 5 /19) AND UII:A (IIOUII 1P.USS :U11Nf It IIF AMf RICA. 6lNU LNIf.RI'N ISE LX.Z i - - --..--_-.-----_--___._-_ MAOISON' 111 ]l9) F R SAT[lY PPACTICCS PR IUP TU PE P.F ORhII Nf,111ESF IIINC'f lOHs. UNI TSS 11 Hf RNI Sr INDIr,Ai FDS TC DL 7O PSF DATE 06/17/05 IIP CHORD SIIAIL AVEVIPRIIPLP.LY AFTACIEV)STRUCTURAL PANELS ANU BUTTUM CHORD SHALL HAVE A PROPERLY AIIACIILN 1 IC J RIGID fF II.INU, • - - - - ST BC DL 10.0 PSF DRW IICIJSR151 05158062 *IMPORTANT**rUPN1SH A rOPY OF Illls wsmm 10 THF INSIAI IAt IDN (:VlII tl TOR. All INP FII f,INI I-el 1 ri • -----.-----.----_— _ _ ft DTII. 111.111 N(11 ItL P.k 51 Nl!1I1F 1 rl+ ANY OF YI.. 1111 IRI1M IHIS 111 SII;N; ANY Ii.IIPI 111 IIN IU III • - ALPINE _-1 IPI:S 111 tll!RMANCI 111111 IPI: pP FAItLI114IING: II IPIING, 51111PIFlf.. INSlM.I.1NI'.B BL�CIfIG IIF 111NSSIF :, :'(�_JCL- BC LL 10.0 PSF I-IC ENG RB/AP -- II ICN r III f IS Fit 111 PPI1 DLF PPO IS11rNs 111 IIIIs IH\II 11 I I11.S IGil SPI C, IIY rRPA) AND 11'1. \I PINI / -- ---- M111f'Illi i AP F t It.rA' 1 1 i fP I N 5 GAll. :1 C Q p I. I 1 ;0;IHr (1.I,S(N) AS III f 11 rj OF (U Kj ) 1 111. PPIY /R 7�'-.�.Q R1©.•• ` TOT.LD -_. 47 0._f-SF JE�(PI 1540(1 II-,IFS 1 1 II I',1-F I 111 ',ND. IIHI TSS 01111811151 -r.ITU Irl! IIII. Df 511;11 II,'I ZION I1R II AUL NGS 1O!IA 1. -- --•••• w. r' i ] IY IN}I'I 11 N I PI I1: 1 1111HTU IY (i) SII,tI IIF III NNFY AI III II'll J1111 SLI 1 A SL'•1. 11 11115 •Vw Y�Il7itte E.ItbInCCCCCi PI:Ltd LICI$, ItC 4 LANG tPl"`.IIC bl rlfi i fl. l KIrN(I rNf.INI rI IN" RI SI'IINSIIlll i1Y SI L11 11P 11F If 55 fl tll'11NI NI 7 I C A` DUR.Fr1C. 1 .25 FROM P 19501I�Q I Ince n1z1 1D .,1111v .° I IN[s ..... . ru1 nm + DINa I IT,Pmlvn 11� ung --- --`r - (Bines l� 33844, . n u _ ,ere r ... J.I V I I ., _-,> ` ' I o _ Jun 11� ., C 7261 I�� -4.09 0 r ML C eT61--le of AFE1 rizallnn 4 567 _ ., •- J ,. 1 PI __ THIS DWG PREPARED FROM COMPUTER. INPU( (LOADS S DIMENSIONS) SUBMITTED RY IPUSe MfR. (EO524 Dogwood Modified Lot 1 Paradise Preserve E1) Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #1 Dense Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 :W5 2x4 SP Y2 N: BC DL 5.0 psf. (A) Continuous lateral bracing equally spaced on member. Or 2x4 Right end vertical not exposed to wind pressure. SPt/3 or better "T" brace. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) #1 hip supports 7 0 0 jacks with no webs. TC 24 6.87 18.01 BC 44 0.17 18.04 Left side jacks have 7 0 0 setback with 0-0-0 cant and 1-5 0 overhang. End jacks have 7 0 0 setback with 0 0 0 cant and 1 5 0 Deflection meets L/360 live and L/240 total load. overhang. Right side jacks have 0-0 0 setback with 0 0-0 cant and 0 0 0 overhang. 5X8= 2X4111 50= 1 5 X 4 X7=1.5X4 - 3.5 T2 2 4 6 / \ �W5 10 1 2 3X5= 5X12= 3X8(Al) = 2X4111 L<1-4-0>J 7-0-0 J— 11-2-0 I 18-2-0 Over 2 Supports R--1680 U-1191 W--3.499" R-1868 U-1258 W 3.5" • O��'�,t�,, PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. E • •'•.,rt�1 FL /3/-/ /R/- Scale =.375" /Ft. `'WARNING" IPHSSTS PE 0111PE EX IREME CAPE IN EAHR ICAII IN, HANOI 1116, SII I11 ING. INS I AI.i INI:AND NPA[.I NG. PI FFIt IN HCS[ I u.; IHU II H1116 r,IIMPI,NFN, SAFETY INTIIIIIIII 111), PLANE ISIIEP HY ,I'1 [TRUSS Pt ATE INSI„11IF, 5B = TC LL 20.0 PSF REF R151- - 80762 U'HHUtI!II ITR.. SUI IE 2lIU, MAD 150X, WI 5111 R) ANU W,CA (HUUO TRUSS :UIINC. NF AMFRICA, F'inU ENICRPRISE I • No. 1-IAU150N WI SI/19) FIR SnI CiY PRACIICI.S PP.TIIP TN PEPS TIMING T111 ST EUNr.T 16145- 11141 ESS O,IIE R411 ST INp II;A,F TC DI 7 D PSF DATE D6/17/D5 I(P ('THIRD SIIAIL HAVE PPIIPFRLV ATEAI:IFFU STRUCr AL PANEIS ANU HILI I'IIURU SHALL HAVE A PIE LIPERLY AI IACIII ` • 1. L RII11:1 CF II INC. BC DL 10.0 PSF DRW ncusPi9i o516f063 'IMPORTANT* IIUNISII A IOPY OF THIS I1E51GN 10 1111 ,NSISI I.ATION rONIRAlEOR ,IPINE rN(IH1F9,1 • -----p---/p -- -- - C4E.n.Tinccred HIIIII�15 iH . SIL II N ill [ESP NS 1011 1011 AHY G.NF II IN MIM IVIS 1;. IIF,' ANY TAIL LI III I 111, II TA E BC LL 10.0 PSF NC FNG RB/AF T1.11SS itl III RFIANtI 11 it ''I I.\Illtirnl ltl l; 11111111 SIIIPI'INI„ I11'IALI Itl1.ft iIi A1'.Illt;III II. `•IS � 1[51614 1 NT rtFS NI III PI II:�IiII 1 'M IINS Ill NITS (N II N.I III SI rN SP11, IY l/ �) '1Ni) It,I. \I PINE • • - IIIIINEri'l LIES "It I PE n1 /t14/I41A IN.II/S,k, A' t 51 GP: F F /ATI , K 11,5) G.LV. SIPFT. 1`I'Iy iii777 '•.. �" TOT.LD a?.0 PSF `FON- 16413 )I S FSI1. IUS 11TH IIP. AN1111H I-I . L II•FCS II I it I,rI I IP1155 fi❑ 11111/55 01111 Pu151 I IIA N 111 U. N I •.���R��/ Ir ICImA stc I. SF n1 a 1Fn IY IN I 1 uF PL - ql IU I F [11 sn,.11 HI '1 If .'01 1 J .,.... 4 ,1 /\ dLll'r$, I1C pP}1114 II ES IIID IIE1 lT r �fi:.URV (N(.11i1 f1 1" Vr SPANS IHII IIY IFFY 1n1! IHI II 1155 r1 DII(THE N, " � DUR FAC. 1 .25 1 PUII PS PI�I II III Y IIIfS III VIII Uitl I .I III.111 [III VVV VVV -- 1990 rile _ ... /w! .� __. z,= shines -33844 rn I is ,:TUR P n[ , .I. a. _ (::, ELc�rt1r�14I�C1 �1aII,1�>JIMn .,r,, u, :� :� �I ,:CINt R '�4.0 .;:. J1 1-N � ' 3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R DIMEN'7IuN<,) 11BMITILL) Br IPUSS rlFR. (E0524 Dogwood Modified Lot. 1 Paradise Preserve - E2) Top chord 2x4 SP 112 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, riot Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL 5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) BC 96 0.04 7.96 Deflection meets L/360 live and L/240 total load. 1.5X4111 1.5X4 3.5 2815 10 1 2 2X4(Al) = 3X3= L<1-4-01J i8-3-8 Over 2 Supports R-493 U-351 W-3.51' R-=366 U-305 W-3.511 "WWI COLI ............EN �• TY. FL 3 R Scale =.375 Ft. PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 B. s' •. •WARNING *TRI1SSk5 PFOV IIll: IXIPER IARI IN FAB"ICA IHol. HANDLING. SoIPI'ING. INS[Al IIMF,AND NN Af INT,. : •IS: T C L L 2 0.0 PSF REF R151-- 80763 PFFFP In BEST I Ili (BuII.D rNf.rI1NPGNF 111 SAFETY INFnPFIAi InN). PIIBI ISIIED NY 11'1 (IR I1S5 PI AIF INSIITUII, 5N:1Af.' D'UNUFftII UP.. SUI IF ZU(I, MADIlnN, NI 5J 71 o) AND 1,F':A 11 CD TRUSS fnUNCIL Ur AMLRICA, FION CNIFRPRISE Lrl'� --'------ I-IADISBN. Will 111V) rUP SnI I:IY PRnCT 1(FS PRIOR ID "'1111NINC lI1FSF rUNf'I InN$. IINI TSS nIIIFP.WISI TND ICn ICDA • �• STC DI 7.0 PSF DATE 06/17/05 I IP CIPF D SIIALL BAO PRUPERLY AIIAIIIII) SIPUCIUTAL PABFLS AN U BOTTOM I:I40RD SIIALL HAVE A PRUPLRLY AIIACHEI= � • 1. L /1 V J RIG10 CF IL INC. a = T BC DL 10.0 PSF DRW 11CUSPI51 05168nr4 "IMPORTANT**nPn rsll n folr or Troll nrvr,N ID nu iNa kAi knnnn .IN)I!nn UR. nl PiNf rNGlnr wi I i i r - - ALPINE 1'V nUCIS 111 $IIAII nl l4 LFStUII 11111 1'. AtIY UkVI.II N I"IIM Illi! ULSifll; ANY InILIiUI 1U NUM/ 111 ~ •;• I— ,� BC LL 10.0 PSF NC ENG RB/AP - l II'1 S5 111 .III UPMA!I 111111 il'1 P I,tli".II:AIINn. IIIIIII INC. 51111'INI' IN11 All IN(.A. III A':INIi!II II!IS^V C. (�_ 111IGN 1 FIr 1111111 11 iii II:ANIk Pi. V1I IUHS 111 tIDS FNA I Nnl I.ISI 11 SI'F f,. IS" Ar RP^,) Allll 11'1. AI.I TNI �O • 1 nA _---__-_--'- (-� - -- (� [ 1 NHkI'111 Il till AI I IPI II. ?I1,I /IoCn IW,Ili lr'K) A<IM C.3 i1rAl.i A.,61111! Y,/11.11 f.AIV Mill- AIPkr •\0R1�/�•• _` TOT.LD. 4/ .0 PSF JFtfN- 1V(�21 F 1 �.{ I1 ti4l 1 (. n rAl;l - Il.11tll ;I "I'll SI I Irl N 1!111 11 SICII If SI TIN iii. 111..111 NIS n L. ••••••.•...••.•• �` -._.-. _ __ 'BY 1111i fl N 114 II ! 1!11.1 Irl Br (i) e - - - AII)IIlC C77giueefed Products, uC .16tH MC Prt _TINT% �! (I null ' r S1 1l lull FR ' 'l rnlll D�'� .I It ..lir.r Ir PI.1(I SSI Nnl IIII.rNil i .II�i`It II II ITV 'III " 111V II VII�l (nLll 11111 Nl !\t� _ DU1cFA(, 125 -� I R\�Fi PS I95D XIIy'C q IIII NI TUI' "Diol I "N 1111u •.• Ilir !'� - - ,.. a!Bines -33e844t , mu ,aenrro li -:.:hili . a,� .a-�Iln .,.- )i r� FL Certificate of.\ulhonz)tn 50S ,.max "" .. ',CINt> � .0 L] I �� ' (E0524 Dogwood Modified Lot i Paradise Preserve E3) THIS DWG PREPARED FROM COMPUTER. INPUF (LOADS & PIHENSIONs) SUBMITTED FY IP.u�s NIR. Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt., ASCE 7 98, PART. ENC. bldg, nol. Bot chord 2x4 SP lel Dense located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.29 8.00 Deflection meets L/360 live and L/240 total load. 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. 2X5111 3.5 2 7 14 10-1 2 1.5X4111 2X4(Al) L<1-4-031 �8-0-0 Over 2 Supports R-480 U-342 W-3.49911 R-352 U-293 uumrxq # F•,COl��y PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. s•WENS••••.�T 1 FL 3 R - Scale =.375"/Ft "`WARNING"� fHL1511.5 N1 HI1I N.t kYII,,u ""f. IN I'FIR CA111III, HINDI ING. 1111111Nn, INIIALLING ANU RRAI:ING. ; TC LL 20.0 PSF REF 1,151- - 80764_ ','WARN In IT til I U1 IHIIIl n1111, CIrIPONi'NI SAI rIY Int uRMAIII�H7, rano Soto Or iPL (TR ass PI AIF INSTITIIIY, 6f1 21 ,• II UNH11R Itl UP.. SUI IF LUII, h0ll1I SDN, tll 51]IH) AND WI(.A (11!1(10 111115 I;UUNf,IL nF All" . 61110 ENTI RI'IiISE I •� --_— .__ _._.______ rf+UI SDN. III 5:+1101 -R SAT IV PRAC 11115 PR IfIR lU rCRi HPrIINf. 11111 511 1111Nf 11i11NS_ IINI FSS Of11E P.Nl Sr INU If.AII \ TC DL 7 D PSF DATE o6/17/V5 IDI' fHURi/ s11.\LL HAVE UI E PPUPERLY ATTAED SIRUCIMIAL PANrt6 AND 0Uf1JM LIIDRO 51fALL HAVE A PRnrFRLr AIIA1..11 PII.IU f.L ILINr. BC DL 10.0 PSF DRW ucusP151 n5trnor„ IMPORTANT ❑.111111 IT.PY r tIIS N( I6N III I'll INSTI.IITI 'ON 111 AC I TIR ItFINI f11nuNIe ice' /` _//`` _ p ALPINE II IS Itl si Vdl N I ItF P.FSP ItI.II-E IU M1.NY UF.VIII H Irnll .1115 0151131; Aflr 1_IUrrt III BUII Olt 11 �• : BC LL 100 PSF Nl. ENG RII/AP. 11711111111 S III IT All 111111 f girl iltl'. HI I I 111111 IIII' IN.-.III I.INII Y. Ir �• i �— IF-II�N CI Hf !Illi NI IH PVI 111 '111VI-I 11 1 NIS (N II it 115110 511 I;Y Af RI A) ANU Irl. AI 11111 • P • _ '-""---p ""--- [ - --- - - -- - - NIIICII:�1 II IIS nP( 1111 t 91.]1 I (LI 1 l.I 1115III S G11AI- A ]fU (H I:/II.11 I;AI t. 11f FL. APPLY •• URCD,P• TOT LI? `-17 D PJI SEON- 16 p .!p .115 II 1 11 All f III .'In III ss IIU 11[sr a ..110 R MIN 91 SI4N V-,IION PrR III.i111N6. sol, 1, ,+.`^...• -_-_-- A1)ineEngineeLedlrtducts, nc. Ir nl:Pl N ,1 rl IF i '..JF r (,) 1-I m 1111 161 1 ITT 12llv 11 SEAL IHI1 /� { �' ., Il i Wlm IId111F -I rII"J'A ,I 1151 ! I l.lill'il +. S10N ITT III IOR I"I Ir116-'H"'H11I �!/1 w� OUR FAC. 1 .25 I RUIll PJ 1950 1 tre nl a ur 111) I un5 ne 1 V A was e.'111R5( ;.31R-}.1 II 111 " - :' .. pINL IS ...I' ..,� ,0111: I' 'I I S _ t /� F1,Cc,Uheate ,I Aulu,,i-tion t567 ' 1.1 „" AA"' •.. .�`I r�.I ll( °� 'L '' J1? 1`N �_jt,' — - -1' (E0524 Dogwood Modified Lot 1 Paradise Preserve E4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DININSIONS) SUBMIIIED BY TRUSS MfR. Top chord 2x4 SP 112 N SPECIAL LOADS Bot chord 2x6 SP #1 Dense - - (LUMBER DURJ AC. 1.25 / PLATE DUR.FAC.-1.25) Webs 2x4 SP J/3 TC From 54 PLT at -1.42 to 54 PLF at 8.00 BC From 4 PLF at 1.42 to 4 PLF at 0.00 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not BC From 40 PLF at 0.00 to 40 PLF at 8.00 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC BC 564 LB Conc. Load at 2.19, 4.19, 6.19 DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 74 0.29 8.00 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. 1 .5X4111 3X8= 3.5 r— 2 7 14 -41 10 1 2 3X8111 3X5= 2X5(Al) L1i-4-011 �8-0-0 Over 2 Supports R-1317 U-1028 W-3.499" R=1207 U-880 Co �utnu PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. r�••••� NS •'•.•QT FL/ /3/-/-/R/- Scale -.375"/Ft_ "WARNING". IRUSSE Rt III I DE f%IPE ME 11 ARF IN FARR I r AIIUM, HARM IN,. 511TOP I NG, IAS IAII IN.AND BRACING, :• �• • LL 20.0 PSF RCF R151- - BD765 Prr rR In Itl til i-Ill (Ii II(1111GH'1:;,11%N I SAFE IY INF(IRNA(Inll), PIIBI ISIIEI BY 'PI (IRDSS I'LAiF INSi lllllF, 'iI-� 1. IIHIRI OR... 5U1 IE Jnll. MnI5 I S1/191 AND LIII'A (HIIIIU IIIc55 CMUNCII GF AMERICA, fIIIU EN1EIt1 NISL I • -- Q 11 DISGII, WE H:II19) f R SArr rT P ,1II:LS PR IDR In rF P.r IRMI Nf.IIIF SE FIINf.110N5. UNI.FSS ITP ROOF SF IND II All ((` S 111 CHORD SHIM- HAVE IROI, REY AtIACHED SIFFICTUItAL PANELS AND NUI IUM CHORD SHALL HAVE A PROOF AtIACHf� : Z • Tl. DL 7 O PJF D A T F 06/17/05 RIGID Ct.11 INC,. • � ------ - - -- T BC DL 10.0 PSF DRW IICUSR151 05168066, IMPORTANT MIRNi- A Corr r f Ii% Ir ICN to fur 1NSLntl Ail N INIRAC FOR. nI VINf rN.ENr FRID . Teir 'I (' (./(` II IIu:1I If1 SII AI.1. Hnl Til P.E51 INS I11t tl i. HY Uf'll AflnN I"M 1115 Ill SI1'.ry; Atly IAiI III'f tlllllO IIII ± ,1 �• 11)•O PSF 11C FIVU RB/AP ALPINE t 1 1V,Will 1111 161: R IA11I IID,. NIMH SIIIII11' At All INC,J. BR 1Ina OI tllsi%. C LL iFSI '1 .11 I.IIS Mlill \rPi ICAI!IF ri.141S111115 I! N11S 111 rl M 1 nr SICU SI FC, NY Ar-N!n1111 11`1. nlrlNl • .Q��.• UT LD �7 V PJF ,jF ll(�l ---164 IIII IO II.I.IFS Alit IAL 11 ). 111!Ii'.' (I II ;NI AS ltl 1l.lr.Al)F i./1 111 Y/II.I) '.AIV SIFFI 11,111Y .A`•_� II .i r. 11 f�lfl. II I S :.il tIIIcS 111 U", %III '11 ITIS i.I SII,FI I 5111 N II it AIIItIfS I ��V ••���•• V .• y 1`I rl Irl r Illtlll IY lil ^Iltll% .\1 )1 11'11 !OO f i A SF AL Il 11115 (' --_-- r�(' I !I Ifl�l'1 II II NI:F II�.L II. 1'I PI(In1%In 11 IIr 'IIII InR III "I IS full`111111 `D DDR FAT.. 1 5 F R01.1 P l Allnne Eng Ptrdnets, Ile. 11 uI II l rn1 :,IIs ,II 1 n rr ❑1 1 InclN i•`u1 I �nlllA 'il'C III SI �y, IIII IIY f 11111 I R 1 1111. IS 'IrIIi111 Ill AL - - L .`IinesC 533444 IIII u#-:: .,;NFP ri ,;t'1 I II . r _ ;.. UII ., �.,r.sr, (, ;_. , _ rL<elrre,le I �DIi,II)% �na,�i� �rH IfJa 61.0 Jk 1 i l'lZ, Z2G Dogwood Modified tot I Paradise Preserve P1) iord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART, Lml— hord 2x4 SP #2 N located anywhere in roof. CAT 1I, UP C, wind TC DL-3.5 psi , .- Webs 2x4 SP #3 8C DL-5.O psf, verticals not exposed to wind pressure. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) FND(FT) lection meets L/360 live and L/240 total load. BC 120 -0.08 21.83 Member to be laterally braced for horizontal wind loads. The building designer is responsible for the design of the racing system to be designed and furnished by others. roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous See DWG HCUSR001 02086015 for lateral restraint to the gable end. All connections to be more requirements. designed by the building designer. 4X4= �j r (� � 8 o i_ r I �,�3 X 3 + ti 6X8111 0-9-4 — -- 0 g 4 %f`'�� 5X5= z �5 9-7-9 9-7-9 a z is 21-9-0 Over Continuous Support - R--101 PEE U-63 PLF W-21-9 0 Note: All Plates Are 1.5X4 Except As Shown. f. a �� ve TPI Design Crit: TPI-1995 STD FBC 7.I ''���'�k�';�'� TY. FL 3 R Scale =.3125"/Ft. WARNING"' f0Wti PI.IIII tI[ (%IPtNE 0121' IN IARit I(AWIN, PANIIJINJ. SNIPPINU, INSIAItiNf ANI)NPACIN6, fFf(P It p!'.Sf 1 nl (fiUt3t)INf:t;RMPi)N/N7 S1tIt1 IN11NlIAt(DN}, PIIU1111111111Pl =iRN55 Pi All INsiiHIM. IPP, � �� � � T� LL 20.0 PSF REF R151' 60766 nitl U{�, SU[TE 21113 MAii1S11N, Y(I hl/{9) ANI)Will Rill iPUSS 01UNCI{. lif AMERICA AMA.i-N iRVI'15t 01 4 f' - ---"- ------..._ `14} IQR SAH LtY PPA,r iUA PPf11P f0 Prp'"I' I16 IIIrsE tONl;ltflNS. NNIF55 Wilil!wisl III IfAI(A� • i �i�,T/ D 7.0 PSF DATE 06(1'7 105 "POPIPiY At MPH 51RIN:I URAL P A N I I S AN➢ROI F11M 0400 ANAL I, NAYS A PPIIPERIY At IACIt1) ; G 4 ll i. U PSF DATE UVJ 1 t1J .. BC Dl. 10.0 PSF DRW 11COSR151 c�icoorr iFl TIJt IN<IAH I N 1:11NIPACTf}N, 111INE INf WIPII) : ST {.` l --- "IIftN ti M LUIS t)�51 N ANY SAI 111 III Milt!) UO i• F (�/" (� (�(' t I (� still.IN<s_ INS ll 11111 R gRTINt'!Nl LPN tS ' ' BC LL 10.U f`�F IILl, IN 7 RB/AP f ♦ Ff RV Alf lNII !(! fill) +1{I/,, {{{q� (`� (� �/_ ((�� /'' -(}j Ifi,St f(Y SIF41. It1Y ..4fii�i�. Y TOT.LD. 4 .0 PS SF0N 16381, -. Pip in sWil!s ,0A 7. ......... N 11011 DUR.FAC. I. 5 i I ROI! PS SNI fi!i THIS 0I4G PREPARED FROM C014FUIER INPUT (LOADS & DIMENS IONSI SOBMIIILD BY II'll,S MIR. (EO524 Dogwood Modified Lot 1 Paradise Preserve F2) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x6 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, wind Webs 2x4 SP #3 :W2, W3 2x4 SP #2 N: BC DL-5.0 psf. :Lt Wedge 2x4 SP #3: :Rt Wedge 2x4 SP #3: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: SPECIAL LOADS CHORD SPACING(IN OC) START(FT) END(FT) - (LUMBER DURJ AC. 1.25 / PLATE DUR.FAC.=1.25) BC 120 0.06 21.69 TC From 54 PLF at 1.41 to 54 PLF at 23.16 BC From 4 PLF at 1.41 to 4 PLF at 0.00 Deflection meets L/360 live and L/240 total load, BC From 40 PLF at 0.00 to 40 PLF at 6.20 BC From 110 PLF at 6.20 to 110 PLF at 15.88 BC From 40 PLF at 15.88 to 40 PLF at 21.75 BC From 4 PLF at 21.75 to 4 PLF at 23.16 4X4= 1.5X4111 1.5X4111 8F_ -I 8 W3 W2 5X5(B2) = 5X5 (B2) 0-9-4 � � 0 9 4 10 1 2 3X5= 8X8= -3-�j L__1-3 10-10-8 _1, 10-10-8 1 21-9-0 Over 2 Supports R=1433 U-684 W=3.5" R 1443 U-684 W-3.5" Sµlr�rrMi F: COLC��L PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. E N$ '•.�QT 9 FL 3 - R Scale -WARNING- IPUSSIS 1'Sn111N1 IIII.IFIt OfIt I11 IIBR ICAI1nN, HANOI ING, SHIPPING. INSIAILING,AND URAI.INI;. ;• C LL 20.0 PSF REF 1151- - 80767 RFTIR In It1ti1 i Pl IUIILniHf,f,UriPUNI III SArITY INr nRRAl lnrq, I'iIPL,S111 U I1Y II'I IT11111 III ALL IN511111Ir, Sft` nunurrll 1111... Sulk Pnn. NnHlsnx. NI s.1111r) ANN wu:n lwnno nvuss uluxc lL or nNFP 11;11, Nino [Nrnlrly ls-r 1^ ;, 11110 iSa N, 411 `•.q 19, FnR SA1rTY PRACII6S 11111111. i0 PCR FOPMING 111[Il rllxf.TIUNS. IINI ISS nIiII V1115F IHP ICAr�, • •C ' TC DL 7 0 PSF _DATE 06/17/05 I CHOPP SNAIL RAVF PRIIPIRLY AIIACHLU SIRUCINPAL PANELS AND OUIIUM IIIUNP SHALL HAVE A 11tn1'4 P.Lr gIlAC11 , R TIJID .1 11 BC DL 10.0 PSF DRW flcusR151 05158050 iMPOR TANT uPN 15u n 111111 nr Ilus rFSicx to un: na 11111 lx cnxlRncTOR. At 11x1 FNr 111[1[ ALPINE i; `'I, 111 N'OL Nni U[ Pf11 N 11111 I.I. ANY ULVIATI fi II. N 1111. UISIGN; ,,IIY IAI1.1111 In RI.II 1111 BC LL 10.0 PSF HC ENG RB/AP i S It Ill Irl+II 111111 IPI; 1 I:\11111-11141- II 111' SIIIII IN INSIAI.I INI R lil+111.111 it ',I,. i :rl 1 III 1.I IS wlil 11111(:AnIF 11 11:1 HIS ( NI1, IN 1 NAI 11F,1111 SII.. MY AIRI'n) AND I,'1. 1.PINI P • --------- ---- rtlNlf111 II JIS ..rF II/,jY1 ns 111Al,,;,,:GI.AIL I /C (4 Y/II.s) ,N.V S I I I I. JC,Y • �OR1O •� TOT.LD. 4 7.0 PSF S[oN 16385 II AIII II F\11 1 �i Ilfl ISS 1111 RHI SI fl IVIS 11151'11, I' ,I f111N 111 IR..4llllf. + q•• -. _ q 11Y ITIS i 11 I f VI II- I.I IUIIL tl lil SII'll Rr 111 �IIIII M f 4 11'11 J11111 ,! .1 ..f.I Il I IIS •���\\IIS. •ww rnw..n wrw Alpute i]I1SIUCeIf(i Products. ul' ,p+.11116 IIIL II.\IIS V11I',,,11x1 { 11, I„I ltl\I INf.11il 11.111 .I,1111 1S III ILIIY ,11 r1Y i,P IIII 1115. CDLI-.111 RI t / [l�� DURFAC 1Z5 FR 011 P; 1950 "riY'elu41 {, Il uv n li t - 1 111it"I' - I'll ii z.,3laines 33444 ,�.�.�, nn z. ...1,1111 r�P:: -<.;.n°I i ,.. ; , .,;,,,. ,.11 ( v_y..a �;_. ;�, � _�H S* Q x,. �� 1.11 Nt '. 7 f7_certificate oC Autlwri'a i- 567 ICI z 4' _ - THIS DWG PREPARED FROM COMPUTER INPLIT (LOLIS $ DIP4EN PIN;) SUflM{i1[0 8Y IT'USS t-VP (EO524-Dogwood Modified Lot 1 Paradise Preserve F3) Top chord 2x4 SP 112 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not Bot chord 2x4 SP #1 Dense Rocat.ed am$IWW4.10 bbofr,oMATo6l,e®�@,CCASitt,TEXBL€3.WipdfTCwind Webs 2x4 SP #{3 BE=131-55pOfpstind BC DL 5.0 psf. :Rt Slider 2x4 SP #3: BLOCK LENGTH - 1.500' Deflection meets L/360 live and L1240 total load. 1.5X4 III 1.5X4-% � a 3X5�� 0 3-8 A— 0 9 4 J— T 5X7 (R) III 4X4(E3) 3X6(E3) III i ------8-5-8 Over 2 Supports -- > R-398 U-446 W-3.5" R-398 U-180 W=3.5" r �f MI t/ PLT TYP. Wave TPI Design Crit: TPI 1995 STD FBC 7, E s�'ysT 4 FL/-/3/- / R Scale =.375"LFt. k'WARNI NG t IRUIIFS Pk VI.IRF EXIPI OF CAI'.} 111 IANPil-A1104. EIANNI INO. SNIPPING, IHSIAI.I INO AND IIA(lrlll. F.TFFN 19 11 SI 1 III In II"NI F111,,UMr ONT EI I SALT IY INT OPMAI I�IN), PUEL ISHED nY IPI (TCUSS PLAIT INSTI INT), CJI Z. :: ; LL 20.0 PSF REF R151- - 80768 U INIIfPII NP.., SULIF lrlll, ll/ S171'I) ANU MCA (Wl1UU TRUSS ,OIINI:If. OF AMERICA, bl(IU FNIIRly. sE i¢ ; N 7 /� (' -- T['----./---------(�[ -.---. 1)1"0" til 51710) Ttl. SATE IY IPA 11,1.5 PP IIIR iU PTRTUItMINf, IIIESF EIINCTITINS. UNI rIS UIIITIIlI75r iNUlf All •• TC DL ! U PSF D111 L U6/17/VJ 111' LIIUPD MALL HAVE PROPI.NLY AT I ACHLU SI RLI,IIFPAL PANF LS AND NIII I OM 1:1)1110 `lHAI.I HAVE, A Pl?HPFI'.I.Y AI IACIII 1111111 CE 11 INO.. _� ✓ i -- -- �--_----- _ _- s BC DL 10.0 PSF DRW ncuspni o,+16F,064 "IMP OAT ANT 7111>NiSll rOPY I TATS llf l6N TO IIII INSIAIIAtI N LI UIP+ IUP, AtIIIIT fNL IxE FRIG : ��� [ ALPINE II 0111 Irl SII+II l"ll ill PE11 r111U1I T.R nHl UEVIIII II I"Ol 1 HIS III 614p: ANYrMUPI I' nlnil Illi ; BC LL 8.0 PSF I-IC LNG RP —� -- II �. ill II IT.UtI I III IPI; I. 1-111 '•t INF. II IpIiN., 5111111N' Int111.1 IilGt. I1. LiHL Uf IP TSF S. L-- - ICI Nl 1111;t,III III II 1 till PPHVI IIH[ NUS 01M tl I OlSII,N SII". III IRPAI I'll II i. PINT -- SE 'P 1 11A WI HAli 11 I 1 1 I'I 1111) A111 J+,.OL 1 1.1 YI1111 II::IV IIII. 1 1Y ���' lA.•� 70T.LD. 47.0 PT SEO N 16388 NNE 1 •• VVY 1 ".H i^CI U I,I11 I I. I5 II nOI Sr Irl 11 Ilil UI Al II, P 4111 nl rrP I A,1IIIIl1 C. � �'•.�.�:r�� � --__- -_._- u l I I r1 n IInWI 1' IL OF Pro Ir au_1 ulI rc. I 11 11 `nlN Alpine F{Ilk;Ii1CC1 CLI 19:utIUclS, TIC IP dIIN: nunre Is Anlrra-r rrl '+ Il vu1In.,1 ulGlerr nu- ru van INTI IIr SmT1v inN nn nu nm A� S I'1jU, 1111 NT R UUR.I rpt,. 1.25 }--P,I�PI P ";1D1 I ..£ U(Nn I PIINa1lI ,.:::. 11H ;.i a,.,�.:, _ II , ::. rA 111, Iii II I IY i IlllS 11 141 - ^ lanes(W,;---33944W- '` un L :!.; _.,nrn. P ,� .;{.T � J 1:;Il�r_i- r� T:l r rf.11,.,t..of 1,fillxlxNt.vT �5(>' - THIS DWG PREPARED FROM COMPUTER INPUT (1_('ADS R PIMEN5I0N5) SUHMIITED P', TRUSS !11R. J0524 Dogwood Modified Lot 1 Paradise Preserve - CJ1 2R 2L) Top chord 2x4 SP 82 N 120 mph wind, 15.00 It mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/350 live and L/240 total load. BC 9 0.17 0.88 3.5 r— 10 4 14 0 7-6 R-82 U-180 10-1 2 R-0 U-180 2X4(Al) 1-0-0 Over 3 Supports -� R-256 U--276 W=3.5" � r 0 PLT TYP. Wave TPI Design Crit: T1PI-1995 STD FBC 7.1 E N •. T FL/-/3/- R Scale �p/(Ft. -WARNING— IRU111 u!Illrr EN IPE NE CARE IN FARRH 1110N, IITNNUNG. SNIPPING, 1NSIAILING AND BRACING. • TC LL �� PSF REF 8151-" - 80769 Rf rra ,I It(til I NA "I'l11-MNG fNMPIINi HI Snffty INFfINiilf Intl), PIINL ISIIrn nY 11'1 ('I'"" I'I AIf INSII TVI r, 111 I> NnN,il. I+II., SU,I, 71111. HAU ISIN 11I c'It l9) 11TH WICA (llrllU IR.USS I:II11Hf Il Ilf ANF PICA, Flilll ENI11 ! iSI IN.S• • •.• --_--- -- --- - -- LI$Ptl, WI 517I')) IGP C:,IEIY PPnf11C15 Plti"R III PERI V11IN. 111FSr ulNrllllllS- VIII ESS pE1N I1WISr INGICAIIP • TC DL 7 0 PSF DATE 0611710 5 1' t;NIIVN SIIAI.L IIAVf PRG1FRLY AI IATIICN SIIii11.,tIPAE PANELS ANN NUT IVr1 CIVIPI) SIIAII HAVE A PRAT'[RIY AI[Al NEN C DL 10.0 PSF D R W n1 a et51 0,I6R070 IMPORTANT Inr I 1 <nry r r.l<mII + ro un INCL nn,1 N ne'.I Tnn. rn Int rru"­f Nl relu� • 7 ._ _ ) VI SV 11.II`Ir I AlIY NEYI II I IE r, Itll II�lI ANY 1\Il llirl VI�II11 III l—_.-- ALPINE -�—i II , 11,:NLI 1II P1: I. I.". IIEI,. IP II IN. SI 111 II'� N 1N.1 IN❑ I. lil 'ItIG 01 IV KS S. •� :; BC LL 10.0 PSF FIC CP1G PB AP _. -- -�- ('I N fr Nl III' III111 1111 .1 I II JI-I rll II IIS INIII IEIAI. tll SlfN II 11 I)1 A) .I11 IPI AIi IAf - til. Inl 11 API „t I 1 / 14/ pi G - SII -t LnNi I ,- Ili N'll t) cdV IEI L. Ir 'r ,,•r fl 1'. { 11'.C( ! 1,', ntli 1IF55 I 111T I II N 1111. If Sl 411 I .III N TVI NI IIII,S I LQ�� ,.• TOT LD 470 PSF SFU- V I6 1 ',.3 •.l. r 11. Tru I I II. rl \tlR !IV n f it 1. ♦�w�•• ® - _. -. A 1ph)C Engineered PI'1,(�IIC(S, IiC. I INSI'i I.I II 1 1 II II ! _.Jrrl`III[,f lJrn,lllr S/ �/ � DUI,.F;,... 1 5 FP( I I 6 t iNr l e'.If. N I Ir PPS ,.I 1 i I V1.I r1r 111" LI C'p INTI IY I,l 101' I11 is 1 ( 1 I 195) rivr r 1 nu a inn uuI I' --_ - J inCs jl$k{ I II rr,Nll I .,:.Irl Ic _ .. 11 ,= r ^ . FI Ceifilk Ic„I Auffi m,;I„ I=ra' 1 C I I1 1 . _ J . 1_r) Z-r_j�, IHIS DWG PREPARED FTIOM COMPUTER IVII) ROADS & 0I rLNSI DNS] SUBry1TrEU BY FRUST HfR (EO524 Dogwood Modified Lot 1 Paradise Preserve CJ3 2R 2L) Top chord 2x4 SP 112 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg. Bot chord 2x4 SP 112 N Located anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, wind BC DL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 33 0.17 2.88 3.5 R=48 U-180 1 2-6+10 11 14 - .-,6L.10 1 2 R=49 U=180 2X4(Al) �1-a-off 3 0 O Over 3 Supports R-265 U 215 W-3.511 C01 i nnni PLT TYP. Wave TPI Desi n Crit: TPI-1995 STD FBC 7. tlr •4 FL 3 R/- Scale =.375" lE .__ I'WARNING' IhUSSis P{IIU1N1 VxlR.trlt CAPE Ili IADRIC Al ION, nRmuNrl. III11'PING. INS]At I.IN11 AND 13TINU T(` �}(� (' I� r� [7 80770 '� '7 i� Rt," II)fi", l (Ii rRt1I1 MINI.f PI I'llflt Ni SAf FIY Illi Dl'I-TAI IOfI), rUDE ISIIFD NY Irl """,Pl Alt IN""UIF ""I �• •� I1, LL 20.0 PSF RFF 8151 807/0 (.'(IlfOEPI I it 111111 "I'D DIDISDN UI 171101 AND WICA (NIAID 7RI)SS f:11U11I I1 (1I AMtVt(:A, AIM) INIFRPR.ISE l Q• �� • --------------------_...._-_.. —_- il'.DIIUtI 111 10) FNP. 111 t11 PP1 II(:IS I'llI if)p,FPT DAMIIIC TuESL fIDD-1 TUNS- IINL ISS NIDFP.UI S1 1"1111:Ali'j�. TC DI �/ /1 PSF DATE 06j17/05 11111 1_Illlltll IOALI IIAVL PV IPERI.Y ASTAf"I SIF.U(,(URAL Petttf LS AND OOr IUM CIMPP SIIAII IIAVE A POWER(Y Al IAl'11' L7 ti L / V0 - DATE - - RIGID CI II - BC DL 10.0 PSF 0RW IicusRt51 U516A071 IMPORTANT— nr!]su A rOrY of nm DFI1;N to nF 1nITVi.nn " oxmnclnN. m. l"f INr.l x1111 rl • • ---- ----------- -- • PI�l ILII,I. 111 < 1 ❑. .-.I r rl 11n.t f I ANY DIV1 Al WN 1P'M 1111' ftf l{Fll, ANY t II PF Ill NIAID III TANTE OF 1(i C ) ALPINE BC LL 1 .0 P F HC LPd6 !IB/A(' -_l it lll"NIf lIf IIP 11'111!1 fl n11 IS111.111E 1 I II.II'Ilfifl IIUsC Ili 11!1 f$!i1 Uf SIGH IIIfl_,I Nfl At 1,PIA) AND IVI. UI "I'll" PIID1 •• •• 1 _ - --- 1� iitlV 1'111 1{ {5 '.1t N t .I !I I I-',• 141 Itr Y1 + III 13RAD1 'll .11 (11 Y/Il.sl fiVV. Ilflf. .IIIY '. /{/'��)pf1� ■y'�]AA� TOT 1 -._ 7 0 PJF ..C[I_N -_- 6,7 11 �///�\_ 11..119. ] II InCi 'I 1.1 III 111'�� TUI YtII SE i 111 n0 VIII i{ N.1 .flit" PIP 111'"DIN IES , '•�!.J(��1+••'� -_Te LL _��/ V.-. .I L �1' - �.1,�5.1! ff((�✓��//// nnT Iu. 1 n!1 I 1�DI url Ilr (I1 u..]I n] 1111 IFIL I'll" Is ♦♦ �(R ` 1 {�� 1(1C 1111'II1CC(E'dlitllj UCLC, Ilt,. �., rs ,111111,+. 111111+Ftlsl I{;l FNr,t!111 III I�r IIIU1!-I. I 11111 11! n.u«(.NN1N1 n1 �,}! l�•A i� DHP.FAL. 1 L5 FI'.011 F p � 1951) ' 'bile �. uu ur nu EDI --t-1 m Ir, ..E. .,, .:.: �,::. ". r •l 1 I Dogwood Modified - Lot I Paradise Preserve CJ5 2R 2L) nord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. [Ni,- ,hord 2x4 SP X2 N !maiod within 4.50 ft from roof edge, CAT D. EXP C. u1nm .^ 0L~M »s[ wind 8C 0L-5.0 psr. ][V OF STRUCTURAL PANELS OR HlG0 CEILING USE PURLINS: C000 3PAClNqIN UC) SNRT(R) [N8(FT) Deflection meets L/360 live and L/240 total load, 8C 5/ 0.17 4.88 10-1 2 V-92 U=180 �-5-0-0 Over 3 Supports E IV .^ TPI Design Crit: TPI-1995(STD)/FBC 7. TY. FL/ Scale =.375"/Ft, TA Wt I i Dogwood Modified - Lot I Paradise Preserve - EJ7 NC) hord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC, :hard 2x4 SP #2 N Located anywhere in roof, CAT 11, EXP C, wind TC DL 3,5 psl, BC DL-5.0 psf. .IEU Of STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/36O live and L124O total load. BC 75 0.17 6,88 3.6 r 12-1 14 ---� R=169 0-263 2-4-6 V134 U-180 2X4(Al) i L,�t-4-Q>J --7-0-0 Over 3 Supports - - R--435 U-312 W-3.5" �- slave TPI Design Crit: TPI-1995 STD FEC 7. �`%?Q •15 /F`L - n.O Scale =.37Kfft. ""WARNING- II 1JWS Pf rltl i Pl IN IPF HI IAP( IN fA110I CA 11 f1N, ttANDI ING. 9111VP1N6, IN>>"7ALl INCr AN(t dflAC{N11. i • M` TL �� Rt_� ,,,15�y � 80772 Rf UP TO if IG"f {0011 UINf,CENtP(INI NI 4Af(SY 1Nf 6RMA(IUN), f'lIgL 151ir0 13Y TP( {IkH55 Pl.Ati 141SIIililC, 5f1 i Fl fiN fft1U Ill?,. St7t IF Ja11, P}Aiti SnN, ul ,lTl") AND fiICA (ti4Q0 ii USS G;;11Nfit,It AM P111, 61110 INIIRPRIlf ! i s �j,� (' (} I� [ (}[ i}.i?14) ft1P5-IIflY PRAC1[ i PP10N is P0111PHINIi ilIf f fflNIT 11 S4 UNIf%5 11111f9Nlcr 7NH:0HYf i+ TC DLDATE O6/17/O5 ` +IW PRIJIIRLY AIIACHIP SfRHf.IHPAL PANTO AND fl1110M CHORD SHALL HAYI_A PP(IP{RtY AI 3ACN9BC DLDRG! tarusP1T o°Ilrti z rlf:N ili Ilii 1.1Gi+i A fON 1'nAtA fI IR. 1174(FNf FNff Rf � _-[-. -...._.r. WIMP fi.N IMF I1151fN ANY IAiI PI't M 11111111 111 • TA BC LL 1:, (� PSI- ���, 1.tl 7 RB/Ail ul�, 51111! , t!l in11 Im;t In,v:l iii,01 1111,1f;:F ti, s '•� "I n At All 1) ANfI lPt. '('( �ry - --(� i}(`{' (()n { _,f p {'J11,S1 [AIV ttfl- .t'PtY eaf. r J"�yt��"I�[t. OT.LD. `!7.0 PS jL uN 164'4) ..�iM {( 1,•.-uliN'� i�ilh 1. {�/f( .._ ._. _ ... _.. - °"ft1 JQNAI DUR.FAC. 1.25 FROM PS THIS DIIG PREPARED FROM COMPUTEF INMIT (UJADS & CIMEtS`-InNS) Sl1UM111EC Ry IGUS' MIR (EO524 Dogwood Modified Lot 1 Paradise Preserve - HJ7 045) Top chord 2x4 SP 112 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, wind Webs 2x4 SP y3 BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Hipjack supports 6-11-8 setback jacks with no webs. CHORD SPACING(IN OC) START(FT) END(FT) BC 71 0.17 9.71 Deflection meets L/360 live and L/240 total load. PROVIDE SPECIAL APPROVED RATED CONNECTION AT B.C. TOENAILING MAY NOT BE USED FOR CONNECTION AT B.C. 2-413X T+12 1-13 5= R-207 U-298 2-4-4 10 1 2 1.5X4111 5X5= R=493 U=222 2X4(Al) L. 1-10-10 3 9-10-1 Over 3 Supports —� R-478 U-419 W-4.2" Co�l1A' PLT TYP. Wave TPI Desicin Crit: TPI-1995 STD FBC 7. E� •'••.rt� 2 FL 3 R Scale =.375'x_ `"WARNING`" IRussEs PEI!UIP1. EYIPLMI "APT IN FAHPI-I Il"N,) HANDL1tH'�. 51{f"9IN„ INGIAll lFTHI ANU HtP111 I. � � TC LL 20,0 PSF PI:1FR To HCSI 1 N (111111D1Nf,C0HPUNENT SAFEIY 1NIDRPIAII(IN PURI.)SMI:II IVY TPI (1,R USS "LAI[ INSIITU IF. E,(t' REF R151 00773 D I1NItLH 111 DR.. SU1IE 2UO. MAU ISDN. HI SAl IOl ANU NT CA (NUI1U 111,USS CUI/Nfll nF AMERICA, 6:1,011 ENI ENPR ISE L ^ �� �� -- FIA(11SON, III L�17SU) I P. S.'I(I TY PPAf 11[1,4 PRIOR TD PIRI UPMINO 1111 SF IIINCI MINS. UNLESS III IIL PIJISI INN ICAI V ' TC DI 7.0 PSF MATE 06/'1 7/O[ I_I' I:IIOPU 511ALL HAVE PP IIPI IIIY A I I A I,I I f 11 '11 R UC I U R A I. PANELS ANU ROII IM CIR)P.0 SHALL HAVE A PROPERLY AI IACH • 4 L DATE L llU 1 J RiflD CF II IHR. � L • 8C DL 10.0 PSF DRW ilcusal5l 0516805, IMPORT AN F1,♦ 1 IPO1411 A COPY {t IOIC Dt SIGN 10 TIH INSf 1 ATIRI Ca1111AIIUR n1,PINI 1x.1 Nf IPI • --- ----- ----- p _ ALPINE I'IpI1PIS III[ SIIAII Nnl 'I':' PF SPU151111E I IP ANY DLV 1.11 ,Ills I1LSIG11; A11Y IAIIPVI II HU1ID 111 :• TA ; BC LL 10.0 PSF HC ENG RS/AP } I - IN .III IRMANI:t Nlill 11'1,: i I,\fil II:At FNO. II NIIIIi,. 511111 IMI:. 11151AI.1 In >: III. IOr, II II II;Sf S. _ -" rills (HAT1 N 111151 fl flf, ItY 14 hY A) A1tl. If 1. At 1'1Nt ' - U N I'DIII I.LIS 111111 III I RII PP.VISIIUIS 1 S A� I R,\ 1 f tl Y II S t:Ai V I 1,l I'I'I Y "� �( NIH I:i��l PI Al15 \RL N LI 11 ? it 1 A. (V II /Y) II t LL ( , I • �. �/ OT.LD. 47.0 PSF SE ON - i6446 11 IfC T V I ,.T I It IS NH I tSS IRRIMSI 1 III H Iiil Iltill.11 P SIIIIOI IIP IlAIIINOS ISI. ••toR%1 Iil�l'I I i O 1'1 I Ftl 1111 1111 -1 1 HE I'If tlf 'I1 1 11 1 /IIID I i. •• ........��• Alpine EngineeredPn(ILIOS, nc R m1111 N r O1 PP�IISA1 N 1 tN,,IlnPi DUR.FAC. 1.25 FR0H P PI SI'�IN 118 11IIY SIIIIY IIII' IIII II I S IONP!NI IiI , �,w� �./� II�I II 11}fY ,5 "" {I1 IU, (I IN,; I - 1' fltill INN - "> a -C I ry �j .`. ., ., '< 41')1 eS 1i—f :_ 11tH H ,JGNIi'. t `v IPI L cf. 4 .' k Fes., _ .,,> JICI11 [.4 V DAL;_ mAwhurizaStnn 1567 ".,� �_ _J 13h A k'IH 14AIL ,-TAC'IH(J YETA IL ME1ZItuIUM Nt11lII3ER Of 1�1AIL IIIIII��,� I'�1I�:�11,1Js1, '1'O I_,I� lfli � C'IICiI:II �I,,L1 , MINIMUM ` PACING FOR >INGI E' BEARING BLOCK iS SHOWN, DOUBI,I; NAIL SI'ACINGS AND STAGGEI? - - NAILING FOR TWO BLOC ISS. GREATER SPACING MAY BE REQUIRED TO AVOID SPLITTING. NAIL TYPE- ?X I 8d BOX.-(O3�I 1 A2 A - EDGE DISTANCE AND SPACING BETWEEN STAGGERED ERED ROWS OF NAILS (6 NAIL, DIAMETERS) 10d BO\ (0.128"\ 3' ) B - SPACING OF NAILS IN A ROW (l2 NAIL DIAhIL PERS) -- _ I O C - END DISTANCE (I5 NAIL DIAMETERS) I 'd HOX-(0.C28 \:3 _5 ) F 10 f 16d 130X (O.I 3� i V;.5 ) 3 > I U I IF NAIL HOI ES ARE PRI;BORED SOME SPACING MAY BE REDUCED BY THE AMOUNTS GIVEN BELOW- - SPACING MAY BEREDUCID BY 50 20d ROX (0.118 '- ) � 2 1 j 5 •�SPACING MAY BE REDUCED B1 333- 8tI COMMON(0.1 - -- BEARING BLOCK TO BE SAME SIZE AND SPECIES AS BOTTOM Lod CONINION (OA 18--V')* )1 '2 1 G i; I L! CHORD. I31,0C1�5 MAY BE ANY GRADE WITHIN THE SPEC7E� 1 'd COMMON 0 18 ; } - PROVIDED THE COMPRESSION PERPENDICULAR TO GRAIN ( VALUE (Pc-perp) IS AT LEAST THAT OF THE CHORD / IGd COM (O IG'' -0.120 '�' S GlIN � G tJ i I I i 0 I I1 V2r) ((i��1•I i '� 7 1 O I'' 0120-X:)).0- GUN 3 !>- II j i 11 ** NAIL -0 I '1 _X_� 0 GUN / LINE A "1II1111aTr�Irll 'I.,PV T ;' — --- — -— }'- R HAIL 1'111 - 8d BOX (0 I0d H0X (0.1 28 V ) .. -- --- - J C _( R0 (0 1 35 X5 ) 8 - - 20d BOL (0 - A% - DIRECTION 8d COMMON (0.[:') V'.�> 8" 1 > 8 OF LOAD AND COMMON--- ( ) 101 (0 1-18 I 1 I � 8 � NAZI, ROWS - --- - - 1'd COMMON-ml 18 M).2 5' ) - -- -= 1r,d COMMON (0 16 '"X 3 �, ) i 1 -- 0 - - 1'0 'X ' � ' GUN 0 13l � 5 C,U1d ;' 8 I e 0.120"X:1.0" ( lir.1 -� LENC,'CH OP 1310C'h SPECIFILD ON FACED DLIGII - - - - �- (1 MIhIllviuvI 21" MAv1MUM) F CIr O�� ��j••..:..... 5 t;�l'rINC; REPI.ar E�� nR�nn;c r31 ,�I ;�Nn 1 �Illll_cl;lr.ru,ns, I - rr IIIFE F [F[III 1FF 1„PF Ii_ATU1 11IIt91111 -IIII FIn, III I nl_1.1115 ,1111viii % rr 111 FEFEF III F I FIIII TIII O6IFOIFI I ,Frr II IF OF II,,111Ill IIITII'H[r Pr TI II ;• V1.1'° 111 1.1;I'rl; I{LII! . LFII tll IIIIITC PIII,pL F in,LG. IIF i,l I.O11, WI l'I-� %I WII-A wLI TPII' 1=OI - /� nF 0IFF1un -=-�t FLIArI n11 ron 111T, FPa n E_ I IIFI 1n FrF`rgFFdn O. !� 1)1'1'I''� I I 'h rL' j IIF II Tllll Iill�:_ IIIIVF 1-F IIl0I1.9iI-r ill �11OFL HAI-1_ IIA.F fFOFF FI AIIN:HFU L H'AI t nC F0 rOn Ltlu°I I(Al-I- H [11, A FFu[EFL r Ai IN HETI RDllt flt.T1,. -- ALPINE -.. 111 I1TITT r III 1.Or Or IFII fE L-,[I IO 11! AI I_)T IOI I ,(1111F( IOP ,LF LHGLOL FBEL� -- 'L I' f I1RI I� I F[1I IIL F,F' 1 6'll -UlI IHI PE P=11 O- F.AII I'F 1r F I �1 Itlf 11 rI�' f LFI ilii 'tl 1O '"I llrl'fl if rd1_III .. • OOF ,� r ., PI - FrO rill_ I II 1 I II I,L I '� �•� �/ AV �I 'll I 1'J,1 a 11 L II 1� 1 1 [ Fo F,+1 t nF r 1111 I .1'I II IF ,._ '1111 ,ILL -1 I IL., •�OFi1U, ° ' _il III III II! II II!Ilf „1 i, �•••...._.... \ ALPINE ENGINEERED PRODUCTS,INC 1 r I i I I r .i n u l l ill [ I I I (•,t POMPANO BEACH,FLORIDA t 1 ul I �7 11. InL lFn 11 :.'li ��/� AL V •'1` ' 'yl ¢, U— , II_ -i 111 I II 'llll, 9FT.,E: W EB F' f- A4 E (--�J�j F-31; T-- RbWANG' TICti DETAIL IS TO BE WHEN CONT[NUOUS LATERAL BRACING (CCB) I R snci[,,wJ) ON AN AkPINP TRUS3 DESIGN BUT AN ALTERNATIVE WEB L—DRACING: BRACING METHOD IS DESIRED, APPiX TO EITHER SIDE OF 'KH I' BRACT; NARROW FACE 0111 1, ILPACT" ATTACH WITH 16d NAJL� AT G­ O,C BRUCE IS A MINIMUM 80% Or WEB NOTE;-�': MEMBER LENGTH DETAII, 1` ONLY APPLICABLE FOR CHANGING THE SPECIPIED SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR S CA 13 BPACING. T ALTERNATIVE' BRACING SPI,:CIFIED IN cimvr BELOW MAY BE CONSERVATIVE FOR MINIMUM A1,11:RNATIVE BRACING, ]III'-RUN DESIGN WITH APPROPRIATE BRACING, WEB MEMBER �PLCIFIFD CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE —-------------- :2 1 1 ROW 2Xl I-21XI I ROWS 2XG 2 2 i 2--XG —IROIL 9" 2\6 SCAR 131--?ACJJ`JG1- 8 ------R-0-IN -2M APPLY SCAB(S) TO WIDE; FACE OF WEB 2 ROWS2XG 2-2 X C, NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d OR 128"0" GUN NAIIr' AT W' 0,(' BPACE h A MINIMUM T BRACE, L- BRACE ANI) SCAli BRACE, TO BE SAME SPECIES AND GRADE 80'. Of' WEB MEMBER LENGTH OR RETTFR THAN WEB MEMBER UNLI`�S SPECIFIED OTIIERWIS--E ON ENGINFEW� SP:ALED DESIGN, i*) cj,;NTEP, ;-WAD 0,11, WIDE FACE OF' WI,,J3. APPIX (1) SCAP TO EACH FACE OF COL- ... ....... . PEPIA( F:,-' "r fol 6I I IF[ F I it 1 it I"t-E 111 F_F I ji"T 11 IC, J,F,I ILIL III I'IF 1011 Ill:TAU 31t "'It[, !T FU Er iD P��i f Fj1 I conmyji IIPIYO,01011, F;111, f"ITF I,U11101F it! ',Vi� 11"Lli Ull WI, MP W114 — 'A -I" r-MF Fi pf fiiiil'i6 TC D1, F 101W I I 'Il 0 1 il �f lff!,E Ul leVH Ulf Af E T it,E', F�" `1a1,-i!1 it t Ift;I E I]I 111,1 ,i,C !Iioil rcr, I[if t.i loo it,It il, I- I,ui(f I,I I I pc I ir, dW PCI 10M 1 1711 'it F F fi I M E-FL I All0-W-0 P110P I l"A101 BC I)II I'll- 9r-36t1 TO PITall 71111, "PITNI'MP f! itiF M"llf[cp r, r. If! ll f(dillIf If, OOF I J "Illi�If" � f,! if jl; IN . ...... . . ia BLE # i( i �1 f 1_ .'�4 J LIE , tL C,Ai3If AI,IZUC'AG PJA3L 121 en Au la= �t t Ant 1 RVERTICAL LENGTH _ PArE, 17 � 01% OR LET-114 INtlT ECAS' E11LLAH()i'J BETWEEN CORDS gtli OVERLAP,* LFS",' iHANl 0 _ I C4 Ott k0 j f GREATER THAN T 0 HtIF 211 �� \8 I TOENAIL � l'orNhIi t FS' THAN It G GREATER THAN 11 8'� 35t4 - 27\8 O ta"IFER TO ENG[NCERE) TRrfSR DESI(tN FOR PEAK, WEB AND iiLCL PLATES } * IF GABLE VER'[IC'AJ. PLACES OVERLAP, ti_eF: q + i; 131.7: fi1NGTE PLATES TO SPAN 'IIID WEB, diMI CO+ ,lil�[ J 1�nM ( !0 C` PEI thi+Il.E 1 IU hfi OI C_t. f 1111 Il ] 1'-1(Tt)( >3} tBNr itl 4P alt) ON -t �1 RAllJ=; ANI) t t J''I( } f ON 11± EXAMPLE: ( -PX I I BRACE,I. GF'OI11' A, ORT AHJ711 11",41 111P: � z TAIL BIN l-'tt; ORCA6LE � APp2pPPiAt( +=A34s (f SACCI ViND LOADAl LE 6TH 'f I 1'SP. MAXIMUM t4 11{0'S llIJ 1IIL I S CIii'#C:YL LENGTH H I I! i 1 om T Jr, TO B131 f'OM t f KH II �I 1 J I I � 1l1�1 PI � tib!the13 TF,?at,`�'fI I' I RF1f W 'I' �1t'1?1 �� , .�.rr I I,I : NP f t ARB.MRH +at,: ,1zE 1 � t 1111 MiIi I I I(i Io 15 PT (i - ICJ .. o III I \ 30 t"1 2v6 n 0 i I i III �- 100 AfIN I 1 Io _ 1 E __ — , . __ p ___ _ L ALL-___ 3 - lE — F� - - {3 —- — C rT _...- --_._-- --- tno ,� I r i ��, tuI ti 11 i0 u PROVIDE CONNECTIONS' FOR UPLiFT SPECIFIED ON THE ENGINEERED TPU'4' DESIGN " 15 11, j ',G tI 10 p ATTACH EACH "T' REINFOP=GING MEMBER WITH 9{r II J1 ,1 IU 0 R3C 1D $HP A1flIN'_ HAND DRIVEN NAILS: 10 t} F^[, I �,f _ ,. t _ _ qq poe:NAti 10d COMMON TOENAILS AT 4" OC, PLUS (T) l6d COMMON TOENAILS IN TOP 8o A1r'11 A I III .a o AND BOTTOM CHORD, � 15 FTS � ..'_ fi 1 � � GUN DRIVEN NAILS - 0,111" N 3': � � 80 MPH k TOENAIi S AT 1 0_C. PLUS (,E) TOFNAILS 1N TOP AND nOTTOM FHORD_ � � t} Il, r 0 � 0 , � t� Rr.LNrcrclN(> I 1 r � _ { MtaJnER 0 MPH TH1.S DC!'AIf.TO 6F USED W'CP3i THE APPROPRIATE ALPINE GABLE LETAII, FOR ASCE "` .. 0 6 12 SLOAD, I I DBC.tI WIND t ----- ( - - } o ' } ASC{ r 93 CABLE DETAIL DRAWINGS' 70 mi'li 1 In 1 �� GABLE IIii lt1FNA11-9 i �P1rt,IJ At' A11015FNI103, A10015ENII03 AO9015EN1103, A08015EN1103 AO7015FN310�3 l oc. it AJI030EN1103, A1003001103 A09()30CNt[03, A08(J30EN110. A01o110ENfI()3 ! ENAAtPtI": 1 1 ASCE 7 08 GABLE DETAIL DRAWINGS ASCE TYI t) PEED EI) [00 MPH { I A13015FI(1103A12015E(1103A11015EC910:i. A10015N(1103 AO85I,ECJI0J MEAN ROOF H11JflC TAI I'3 A11,03OKC1101, A12030EC1103A11030ECU09. A10030ECLF0 A065:30EC1103 GABLE A'J PIIC tJ I O.f `~i SII(t I (;ABLE DETAIL DRAWINGS T 12C1NIt)Pt IATC riFMH1EP '{T1 c'i1 (� S11015EN1103 SI0015hN1101 $4SH715CNII03308015ENIJ03, S0 015ENI103 1 RRACF, JNCIiA:P (P(OM 1P0 F) - 1t) t IEE SHOJOEN1103, SI0030FNIJO1504030KN1103, SO8030EN110I, 507030ENII03 (J) :`.1 1 PRACI.: 1LNC'P1I I r. h1AXIMIIM 1 IiGINFOk(1)t L:IL;LF ,11;1111L Il?'dG'17f 1 COF.Na1t SCE APPROPRiATi; ALPINE CABLE DETAIL (A:SCf OR SBC'CI 1 JtI ft' WIND LOADS FOR MTA\IMUM UNREINFORC'ED CARLF 1'11zITCAL LENQ'IH. *Flip( II 1,0111i,-AINE IN6 1 1F' ilo, IN TAU VK, rdiU A 11 F � ,� 1 I r 1 nwrnl+vu 4S 1! trutlll WWII I,mt„I[1 e 1 Inl - '+���✓ �` �,► 1 l,l` i !'f' IN tCR'I IfI It r.N11�7i U i'' I r " 11 it stt i 11 t1 r I 4'il it 3HPF HI I c 1 ra I Jt 1 FJr : rr r r,Esr r J FrrraFtru.I3 1 G )ti f)t IHi [ rilIII13 1 tF {I�( ''E (lESI_,IEC Ikir ii.lf'.1i }{{ t} t IH iI M-.FL, "F..NEL; ^ ,�/� W• !jt LL ,r,r I 1 1, HI�A I: FIA.I >, i}LIEGES i ,111ra 1l a Fii,ip..FR IIA, (J [j ? i II'"t; I, Il} IA"III(v!1(}' Nr Or F!1 t -1611 TO I}„7fl 11 Er1il7 Pt•f IrP ALPINE F if IIFCFrp - Ii, r".0-,nor r0 mr rr r rr ltcr .')e IIPF t tICN PFj 1 mI LF 1 u; - - rV,N,F .i 11 { i [IF E ffl T Fll tf tlrt!I I PIFFIN 111 TA i ill' I-f1F i IFI!,If t i+ 'r I [ (Ei} (�r 11L 3'(UII 1 ([ t.It I4I._ ( ( OF I, r. s i f u - I n ,rrl, �; /p •�` It!_t I )1 ! I1 (,{) �'.,'l -. ( It}-�I.t e Itis Lli tF 1tbil �•��*"j pp Idf+t CI ul-1 I'll ,F f1 .n)y ••.k,IDT1� 4 Qnfum- a a _ (GABLES 140 MPH, EXP C. PART ENC.) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 140 MPH WINO, 30.0 FT MEAN HGT, ASCE 7-98, PART_ ENC. BLDG, LOCATED ANYWHERE BRACING DEFINITIONS: IN ROOF, CAT II, EXP C, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. NOTE: "END ZONE" EXISTS 18" AT BOTH ENDS OF VERTICAL WEB. --------- - + 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. (8) (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. ** ZX4 OR GREATER CHORDS. (C) (1) 2X6 SP #2 N "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ I" 0C. 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 TI{E 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) ++ 7116 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" 9'11" R1 NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES 16" L/180 ----- 4' 9" 7' 4" 9' 6" 110" WITH 2-16D NAILS AT EACH END. 12" L/360 ----- 4' 7° 6' 1" a,I1" 11' all R1 NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS 12" L/180 ----- 5'11" 8' 5" I1' 0" ]1' 0" WITH TWO ROWS OF 16D NAILS @ 8" O.C. STAGGERED OVERHANG DETAIL 4" + REFER TO TABLE FOR BRACING REQUIREMENTS, ) i LADDER W/ STEPS @ 24" OC. TRUSSES @ i 24" O.C. �1 0-0 + (TYP) INCLUDES FASCIA MAX n *n ALT. GABLE SHAPES: * \n\\\\\ \ Over Continuous Support LI-280 PLF Note: All Plates Are W2X4 Except As Shown. 0� � R1 REV 2-5-02 JWC DETAIL: 140GC PLT TYP. Wave TPI-95 Design Criteria: TPI STD `••.or YX HI 1 - - - R - Scale "WARNS NG "I'll""PLOUIRE EMTPFMti ',III IN IABP.III,l ION, CIAND4-INt',, SII I PP INC, INS IALL INo AND BRA I:ING. �- LfIIR IO 0S1 103 (1 IILDINT{ ('I1PlP0HElIT SAr(fY INr pRMM1T IIIN), PUDL ISIIEI BY 1P1 (;PUSS PI ATE INS 111UIt. TC LL PSF REF R0010 I MIR 11 Ill SUITE 2U1t. MAU 150N, WI 5-11(9) AND WTCA (Wn UU IIIDSS r.OUNCII DE AMERICA. 6100 ENIERPRI �` �� (` --T[ -- ..1_—_ /�'I IT DlION, WI S1]1") IIP III FTY IRA CI ICrS PP,IDR I0 PEP.I IIRMINf, TI1r S( rOFICTINNS. ONI.ESS 0111TRWISR IND -.Alf . • TC DL PSF DATE 11/o2/V1 - illl' f.1111RD SII\LI HAVI 1'P01'1,1I.Y Ai TAI:IH.II SIRUCIURAI PANELS AND H01TUM CIIURU SIIALI HAVE A PROPERTY A IAC.11 * * BC DL PSF DRW ncuspooi Q2onroi5 [MP(IftTANT C PtIISII n. CITY 0r rII1S Ilrslf,N i0 TOT INSIAII ATION CnNIP.ACTIIR. AIP,Nr rNC.i NII IS • • --- - -- --- --- -___ IIIn DD611, Itll SIILiI NJI RE RE SPIRSIInI F.I. ANY or V All N I"III$ If IS III S IGt1: ANY rniLURI. IH DDiIR I • STAT OF C_ ALPINE IIID UI 01 Pl1ANfl 11111. IPI: R IADN if Al ING. t III IN r, 5111 P11r0. 1111 AEI ",;A HPAI'ING pl IVUSSr 1. �. '.. BC LL PSF HC-ENG /JWC `— II ICN 'J N( ens WI111 ill) .PIT It Il 1.Inns 51 NPS (N.II Ir'1116, ,. TLSI tl Sf 1, BY Ar f.G1) ANN 111 AI.P INC -...0 � NNI I.T.1' IlAIrS ARF !,11 IF l)/14 I- 1 Itl II S Y) AS,Ii 1r,1 LADI A ,:1 n, NILS, G\IV ,Irl. A.PIY 200b.P' � TOT LD, 60.0 PSF _SE011 - 24860 I111[V .'ll 111 « Illre.ly I I11 I IIi IL I N ( 5 II IN r 1111 HLS I( � r... �\ tt Ifltil 1. II II I! PI. II I it lt1CU 1" (1 'I1. NI I'll' fltll% Ir IPII / 19 SLC. A 11 11 ,H IU15 N ..•• A ( I NfI II IN rS.11 tl If Itlll !fl" II.PfIN.II II IIY S III.V I IP I11 110}5::111,1'/HINT /� Aluine F,nginecled Produces,Inc. 'P ""' " 'rs a I1lr SI DUR.FAC. 1 .25 ,f til' - 111 "' '1l ItY -I SII III LS """u I, Ill: 0 II DIfI 1 IIF I'1 S)�UN�Iit y.� � - s ;.lees 33,1#,, _.IP( 1 . a: ,r;. ' .. • J - — -- i ,-. .ING I.D" .. J ISA, - R0 (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, FNCLI)SED BI.OG, 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,PLAIES 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 DIAGdNAL 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'- I" 2X4 SO. PINE #3 16"O.C. 2-10" +PLATE AS REQUIRED ON APPROPRIATE DRAWING. 2Xd SO. PINE #3 12"O.C. 3'- 5" 2X6 SO. 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. 91- 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 i E+ (4) -0.131"X3.0" TOENAILS TO TOP ,AND BOTTOM CHORDS. PLYWOOD SHEATHING 1 LADDER W/ I SIDE t} STEPS @ 24" O.C. I VIEW TRUSSES @ 24" O.C. I ** W2X4 ALPINE PLATE 1'0" MAX OH � INCLUDES FACIA 12 ** SPECIAL VARIES GARLL 2X4 I �* FNn TPUSS REINFORCING 2X6 OR 2X8 MEMBER REINFORCING BOTTOM I ** �� + VIEW MEMBER ** I ** ** CEILING ++ ++ GABLE STUD SPACING. J 24" 0'C MAX. SEE ABOVE TOP OR BOTTOM CHORD OF GABLE TRUSS. LLL SPAN RO.H. DETAIL: Note: All Plates Are 2X4 Except As Shown. Rl: REVISED "REINFORCING MEMBER" u•• WC I T 14UGS PLT TYP. Wave TPI-95 DLJ 07/06/2004 Design Criteria: TPI STD •'••. HI 1 Scale "WARNING** IP USSF)PIIIIIII'F FXIIlLEH. I:nP1, IN IABPICAIION. HANDLING,. SHIPPING. INSIALLIND AND BP.A('IN • • v TC LL 30 D PSF ItI FI F. IU DCSI I B3 (VIII I.DI NG C,DMIDNFN1 SAFFTY INFDRMAIIIIN). 1'1181.ISIIED BY IPI (IRIISS PIAIF I"Ill Till F SD t • REF ROO1 0 H TIN OF P.I. DF., SIII FE 2Vt1, FiA 111 SI M, VII S.1/t!1) ANp WII:A 111D0,1 IRU55 C1111NCIL OF AMERICA. 6711(1 FN TEFPR 5E L : .�� �� 7 -- — PIADISOII, WI sl]19) I-DR SAFF IY PPA(IIfFS PF I[IF IO PER F,I F III NI ,HF SE FNNC11"NS. HNI F55 OIIIF RYII51 INI ILA,I�'r. TC DL 15.0 PSF DATE 10/23/01 Ill, CH11P11 SIIi.LI IIAVF I'll"PEPLY AIIACHFII SII.UCIURAL PANEIS AND BOIIOM CIPAID SHALL HAVE A PRHPERLY AI (H RIGID f,F IL IN:. -- * BC DL 10.0 PSFDRW IICUSROOI 020860112**IMPORTANT**Fnrrvlcn n torr Ill InIS DrslGw m tillINs I AI IAnIN co NTRA"TDR. ALIINI FNGINFFFI . • --- _----- ----.-_ ALPINE II?IIIIUC,♦ IH' SH.LI VIII Hf. RES.)NSIHIt I. .1r1Y UkVI II'N TRIM 11115 HISII;ri; n11Y 1,11 I.L IFI B111H III : STATE QF BC LL O.0 PSF HC ENG /JIdC LIPI155 IH .1111 IM\1'i III III il'f: 1 ±BI I:.A.IHG. II MII Irli SVI i11N1;. IHSIAI LINO.X Ll.l;l:IIG 111 II Iti SI S. �• --._-- --.. -- - OFtiICN F Ni 111. 11111 'll 111111F PP('I I IHl F DDS 111.11 N L HFSI;N -FC. HY AIMIA) i,ND 111. 11,1 INI ( / --_--- Rrn Iln In .PI lE r A, 1e In'-�> to 'S uv) n5m: ., I,FAIr 0/6u III e/u 5) ,,..v. v11Lu . Lv �? �u 12 1bF'••t1 . __ n P.SF _--SEON_-.- 12110A1 II,-f. H I., 1 ',NU 1111155 II L11 S4 "B"': IIO 1N IVIS I1F 51(1!1 I SIFIIRI Ifi. fl..V 111 l'. ¢ ; p .'.l.{ TOT LD 55 , I- Iil..'I 1 1 .1 Wfl R' S II 11 t. til ti tl l.% A, F IPII ZIHV 'I 'EAI N MIS s - -• v [ • "411 lIG INTI CA IIS „ IPI•.H'i 1 IF HI�yI'li INI,I III 1! I:PI SPAN 1111 IIY 5 LII IpP III II I,ti C'LII ftl tl1 s' lA�A7 DUR.FAC. 1 .33 1 Rl.m HC Inmc Cngm elcd Pnxlurts.Inc .::.: .. 31,4, :: L111 e..:. ..: Irl 1 ❑ lin ,,: ., .:r11 Fue ..a. ,,.DIN. 1 ,i.. Ines ,...I ' .:�..,,. .. .. �'. r PAGE 1 Date : 06/16/2005 MANNING BUILDING SUPPLY LOG # : E0524A TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JOHN FERGUSON Pitch: varies/12 Customer: BESTCON HOMES Job Name : Dogwood Modified Address : 1484 LOURAL WAY Address : Lot 1 Paradise Preserve ATLANTIC BEACH 32233 Designer: PS --------- -------------- ------- ------------------ --- ------------------------- 4tYl P an I Left I Right S O.H. .H. Description 2 13 ' 7" IK1 14113 ' 7" 11 : 5::1511 : 5::15 14" 14 " K2 ----------- ------------------------------------------------------------------ 16 - Trusses 0 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks 0 - # of Beams 0 - # of Rim Board --------------------- 16 - Total Trusses a - - - - - - - - - - -- - _ - - - - I 1 1 I I K1 I 1 I i 1 w " i N o iz � 1 i i 13'7" Im I o j C DESIGNED BY: JOB DESCRIPTION: I JOB LOCATION: z I PHILIP SHOEMAKER Dogwood ModiPied I Lor 1 Paradise Preserve �w / � �` �, � i �� ��� i ; \ �� �, ��� i `���/ �\ \� _'�`-__\ -�`_ -,� �� f f�� ;, ,� i ,f f ;. i Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 a Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval!#FL 1999 Page 1 of 1 Document ID:ISNZ151-Z2517093442 Truss Fabricator: Manning Building Supply Job Identification: E0524A-Dogwood Modified -- Lot 1 Paradise Preserve (E0524AI-Dogwood Modified-Lot 1 Paradise I Truss Count: 2 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995 Engineering Software: Alpine Software,Version 7.11. Structural Engineer of Record: Address: Minimum Design Loads: Roof - 47.0 PSF @ 1.25 Duration Floor - N/A Wind - 120 MPH ASCE 7-98 -Partially Enclosed Seal Date:06/17/2005 Notes: 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 Charlie Hoover Florida License Number:26476 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing.. 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,numberis preceded by: HCUSR151 Details: 140GC Ref Description. Drawin Date 1 _'80742--K1 05168094 06/17105 . . 80743 -K2 05168093 06117/051 111111 IN IS THIS DWG PREPARED FRDH CUMPUIER INPUT (LOADS 8 DIMENSIONS) SUBMITTED Bl' TRUSS MFR. (L15L--1A C)ogwood Modified Lot 1 Paradise Preserve K1) Top chord 20 SP y2 N 120 mph wind, 21.49 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP H2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL-5.0 psf. Gable end supports 8" max rake overhang. Deflection meets L/360 live and L/240 total load. I Member to be laterally braced for horizontal wind loads. The building designer is responsible for the design of the Bracing system to be designed and furnished by others. roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. See DWG HCUSR001-02086015 for more requirements. 4X4= a 3X3% 8 21-9-0 3 X 5 �i 19-7-0 2 X 4(A1) 2X4(Al) R=107 PLF U=91 PLF W=13-7-0 �G1-5-15-o- 8 0yeiI-5-15y 0-66 ]41-3-2 i 4-11-8 i� 4-11-8 ,I/1-3-20146 4 6-9-8 6-9-8 13-7-0 Over Continuous Support Note: All Plates Are 1.5X4 Except As Shown. C•' H s .... . .vo`F PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 .e'•��Ns '•.� •2 FL 3 R - Scale =.37511 Ft. *`WARNING`*TRUSSES RE HE IRE EXIREM[ CARE IN FABRICATION. HANDL IMG. SHIPPING. INSTALLING AND BRACING. REFER TD BG SI I-O1 (HOLDING LOMPONERI SAFETY INE0 NATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 w1 ��// . TC LL 20.0 P S F R E F R 1 5 1-- 80742 2;n'ONO(ft 10 OR.. SGIIE 2U0. MADISON, WI SJI19) AND HTCA (W000 TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE I.M. N Q•264/6 l[5UN, NI 53]t9) FOR SAFETY PRACIICFS PRI00. TO PERFORMING THESE FUNCTION UNLESS OT Nf RNISE INDICATED. T C D L 7 O P S F DATE O 6/1 7/D 5 IOP CHORD SIT nIt HATE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED l• J P IG IU CEILING. IMPORTANT*" PONNISII n. I.OPY OE 1111 OC S[GET 10 THE INSi ALLAIION CONTRACTOR. ALPINE ENGINEERED S T BC DL 10.0 PSF DRW HCUSR151 05168094 t A L P I N E --� I H,II,.IS. INf.. 511A1t NOT 'TPI" TOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE B C L L 10.0 P S F H C-ENG RB/AP TPIISS I!1 .DNFONI4AMEE WI111 TPI. UR I. "TIN HAM BI.I NG, 511IPPING, INSTALL INE 6 BRACING OF 'FRUSSE S. )f I.N CINf ORMS HE PPI ICABLE I'NOVISIONS OF NOS (NATION At DLSIGN SPEC. BY AF6PA) AND TPI. ALPINE tIIN IECIOR PLATES AP[ M',DE OF 7(1'18/IEi. (W.H/S/R) ASTM A653 GRADE 40/60 (W. K/11 S) GAL V. STEEL APPLY (c.+� TOT.L D 47.0 P S F S E Q N 41735 PI IFS. TO E..C$l FAIL )t IPOSS AND 1M1 ES9 nTHERNiSE LOCATED 0 THIS DESIGN, POSITION PER DRAWINGS 160A-Z. • V G HSPF LION O( PL ICS f(1110WE11 BY (i) 511A.L BE PFR ANNL% J OF TP11 L11B2 SEC 3 A SEAL ON THIS ia)VAL (�(17111E E.IT TIIICCI C'j PSedlICtS, SIC. OH�.i11NG TNI I'nlES Y[l IP(ANCF OF PPOTFSSIONAL LNG IPEERING RESPOHSI8IL IIY 50lElY FOP THE tR IT COMPO NE I, OUR.FAC 1.25 FROM PS 1950 Marley Drive DI Si'IN SII GO E SUITAUILITY AND USE OF )FITS COMPONENT FOR ANY BUILDING. IS THE RESPONSIBILITY OF THE Haines City,FL 33844 BBIInING OFSIGNLR PER ANSI/IPI 1 SEC i Jun 17 5CDAr 74 '..,,,",;ficale D .. . ;,zaU .: - ' S I:::, �` ;;., E',, --t, --- :, . :,.I--�€: r<-f,,._, `--t. :.. S r, .:.�2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. J0 5Z4A Doywoud Mud ified Lot 1 Paradise Preserve K2) Top chord 2x4 SP }2 N 120 mph wind, 21.72 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind Webs 2x4 SP #3 8C DL=-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 82 0.17 13.17 4X4= e 8 5X5= �4 4L 19-7-0 2X4(Al) % 2X4(A1)s �1-4-0:-,i �i-4-0>J 6-9-8 6-9-8 13-7-0 Over 2 Supports R 720 U 595 W 3.5" R=720 U=595 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 E N�•''•:F 14 FL 3 R - Scale =.375" Ft. `*WARNING"` TRUSSES REQUIRE EXTREME CAPE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. "I'll 10 'C" I.03 (BUILDING COMP11NEN1 SAIETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 ••� T C L L 20.0 P S F R E F R 15 1 80743 D'UNBIRIU DI., SUITE 200, MADISON. WE 57719) AND WT CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE IN, No ����� '. MADISON, NI S3/79) FOR SAI EIY PRACTICES PRIOk 10 PERFORMING THESE FUNCTIONS. UNLCSS OTNERNISE INDICATED, T DI L 7 O PSF F D A T E 06/17/05 CLIFF) S"AII H14F PROPERLY AifAI H10 SIRUCIURAL PAN IOP ELS AND BOTTOM CHORD SHALL NAVE A PROPERLY ATTACH D i : f RIGID CEILING. • BC DL 10.0 PSF DRW HCUSR151 05168093 IMPORTANT IUINISII A COPY O 11115 DESIGN 10 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � A ALPINE - 11[C.I:TS, IN II nLL NOI UE RESPU 1111111 TOR ANY DEVIATION FROM INIS DESIGN; ANY FA"OR' l0 BUIID 111E • I~ • L)/` I L 1D O PSF L'C-LNG RB/AP ...--..-_. —.--_ • BC L I1 TLD TRUSS IN .INF k114NCC HI III TPI: OR 'ABP.I GATING, VIANOLING. SIIIPPING, INSTALLING 6 BRACTNC,OF TRUSSES. -- P lL..N I_I INFORMS HI FII APPI IC OFF PRUJI SINNS OF fIDS TRALIINAL DESIGN SPCC. BY AF5PA) ANO TPI. ALPINE ��----- IUNNEC I III PL III AP MAOC OT YU/IBI I6GA (H.H/S7K) ASTM A653 GRADE d0/60 (W, K7H.S) GAIY. $IEEE. APPLY TOT.L D.. 47.0 P S F S E ON- 41 732 iO CAf 11 1AI'C I IRUSS n"U, UNI ESS OtUERNISE LOCATED ON IH IS OE5I 111, POSITION PER OP AN NGS 160A-1- •• (� E,,I f\I inc Engineered Pruduct9, Tic. III INSPL IIOt1 OF II ETt FuI LOW[Il BY li) SITALI. BE PER ANNE% A3 OF TPI1J20 O2 SEC.3. A SEAL ON THIS D D R FAC. 1•2 5 F R D M P S P 1950 Mar1e �IIT'C IIA�:IINI. INOICAlFS 1PIA.NCC U1 PPIlIE5510NA1 (Nf,IH[ENING kf SPONSIB IL IIY SOL EI.Y FOR (TIE TRUSS fpMPONCRT /^ Y DI�II.N i""WN IIIE SLT'aRIL I" ANO USE OE 11115 COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Haines Cltv.FC 33844 HO 11, SI.LPi T sE ecateo zation _— .... :— .. . __ �. . . an - ING ;. .0" ., JRE SNZ _'25 .,. _ f;�lilFQlA0 P11T11 EYP C. P.aET CNC.j THIS DWG PREPARED FROM COMPUTER INPUF (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 140 FIPH WIND, 30.0 It MEAN HGF, ASCE 7-98. PART. ENC. BLDG, LOCATED ANYWHERE BRACING DEFINITIONS: IN ROOF, CAT II, EXP C. WIND TCOL=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) -E 71t6 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' o" R1 NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS 12" L/180 ----- 5'11" 8' 5" 11' 0" 11' 0" WITH TWO ROWS OF 16D NAILS @ 8" O.C. STAGGERED OVERHANG DETAIL 4„ ++ REFER TO TABLE FOR BRACING REQUIREMENTS. LADDER W/ STEPS @ 24" OC. TRUSSES @ 24" O.C. 11-0 0 + (TYP) INCLUDES MAX FASCIA ** ALT. GABLE SHAPES: Over Continuous Support U=280 PLF ** Note: All Plates Are W2X4 Except As Shown. 5 �:..H o0R1 REV 2-5-02 JWC DETAIL: 140GC PLT TYP. Wave TPI -95 Design Criteria: TPI STD HI/1/-/-/-/R/- Scale =.375" Ft. *WARNING"" TRUSSES RFOU1RE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING, T C L L PSF F {NI FFR TO UCSI 1-03 (BUILlING COMPONCNF SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5 i R E F R Q Q 1 -Q H'ON niklu OR., SUITE 200, MAUIS(1N, WI 51719) AND WICA (W00. TRUSS COUNC II. OF AMERICA, 6300 ENTERPRISE N, • L• �C MADISON, tut 53'19) FUR SAFETY ......... PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICA 0, v V TC DL P S F DATE 11102101 IOP CII ORO SII ATI IIA YF PROP E.N LY ATTACHE. STRUCT UR Ai PANELS AND BOTTOM CHORD SIIALL HAVE A PROPE RI.Y ATT AC ED —IMPORTANT— FIIRHISH A COPY OF 11115 UES ffN TO 711E INS FALtAI TUN CONTRACTOR. ALPINE ENGINEE BC DL PSF DRW HCUSR001 02086015 _/ALP [ __ R IU:IS, INt,. SIIALL NDI UE kES OtltilBlCFOR Ill O1%%1.1ON FROM IHLS OE SI C,N: ANY IAILURC TO NUILD ILL � (� LJ/`N E J TNI 15 IN YF)1 .ANCE 111 I{I' ON FAB Ii1CAiING. HAN.L IN G, SIII PP IfI G, INSTALL TNG 6 BRACING OF TRUSSES. • B C L L PSF F Ill.-E N G /J W C LFSlf fl �ONF DIMS WI FH PPI IC RIF PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AFBPA) AND IPI. ALPINE CC TFS APE i1 D( 0111.11 (W,II/S%K) ASTM A653 GRADE 40/60 IN, K/II,S) GALV. STEEL. APPLY _ vinlf5 IO f I F.r! If IPL S. NU BLESS OfOFRWiSf f0UFk0 ON THIS OFSIFiM, POSRION PER DflAWIMGS 16DAZ. � ;Z. OP;�\ TOT.LD. 60.0 PSF SEQN - 24860 ANY Ifli P[�II N "F PL-ILS fOL1 11 LO OY fi) SN nIL BE PER ANNEX A] IF TPII-2002 SEC.]. A SEAL ON THIS ■■//���� L /` A��ITC F.ITg'ITT`eied 1'TUducts,Inc. 4 "TING INI)ICA IS �l1.1VIINIE 04 P-fESSIONAI FNf,INFERING NISPON S'.."TY SOLELY FOR 111E TRUSS L.M,.NENF Ss'V AL� DUR.FAC. 1.25 I17i1TleS City,FI, 33844 1FSIGN SfI11WN. IIIE SIIIiA.TLITY AND USL OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE -/,/ T r� /� fff111 r n06 - �: HUi� PCs N F N P'�ANSI/IPI 2 :' ;: .�' 5. .., ., HI IN /Q.': 1�LC r� 1.S n� l 4 /9.06 PERMIT 1VORKSHEET Certificate of Occupancy 'r Job Address: /') P Type Work: � F Property Owner: + Phone # olA-0 Contractor: C � Phone # Permit#: 05_ ( —(5 Date issued: ps Tree Permit# Foundation Permit# 0�� �f� u� Demolition Permit# �s�► .,.oCouEe up 3 . 2-0, acv BUILDING ELECTRIC # MECHANICAL # PLUMBING # / j Tem .Power# Footing �/, /�.0'v� JEA Release Date ! Temp. Power Slab �� 19 .09 Letter Recd. Underslab Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date � 22 2p' rl •�Q1���. Nailing/ 7' Y r Water/ Sheathing �°o Sewer os Rough/ /Z.2o. Framing Rough Rough Topout Insulation .�� •(}b JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing _ Final Fire inspection: Failed Inspections: Date Paid: a ?S.�AV � CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 I Application Number . . . . . 05-0 29818 Date 3/07/05 Property Address . . . . . . 9 PARADISE CIR Tenant nbr, name . . . . . . 3/4 " IRRG METER Application description . . . IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ---- ---------------- - --- - ----- -- ------------ ---- BESTCON INC . BESTCON INC 4400 MARSH LANDING BOULEVARD JAX BEACH FL 32250 SUITE 6 PONTE VEDRA BCH FL 32082 (904) 246-3747 --------------------------------------- ------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 3/03/05 Valuation . . . . 0 Expiration Date . . 8/30/05 ---------- ------------------------------------------------------------------ Other Fees . . . . . . . . . CAPITAL IMPROVEMENT 325 . 00 WATER CONNECT/TAP & METER 525 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- --------- - ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 885 . 00 885 . 00 . 00 . 00 Grand Total 885 . 00 885 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING copt 4 BUILDING OFFICIAL " Qf88 obL 4�t t o�ll ,oma 0% a ,QST �.T °%INDS L to 1,00Z. LZ-T =21VO IL *6 ILL ti �'�, ' � �..�...^.-•mow Z�� t � . t r 90 4V ma ,gr. isIfRt �89Yi1� �I3 NV'YTY t?� 05b 0A 0a OctOrb LL z It-b 49 Q3608ddy m Y Q46 U-1 V 19b jib tie .ttib zi tob �4b ( ssss��uov aKv 'm" cxzlrUl in co Gjapa cv o! (o If n ossa lIV-VNM ' o �/�}•'�� ,�.-�{^ ��\'y (/'fes`ice!' `�('• '� - - o V - - lq Bab 2 ,