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604 Paradise Ct (vault) s P JOBADDRFM t -dC C TYPE WORK PROPERTY O C�zJ�e-_ TEE- iPHONEZ �e. - 3 -711-2 CONTRACTOR r M. MOM PERMIT N[IAIBER a DATE / a 26 INSPECHONM FOOTING l-3/ -0/, SLABTIE BF" LINTEL NAIl1NGMVG FRAAMVGCOYER UP P INSULATION FINAL BUILDING CFATMC,4TE OF OCCUPANCY ELECTRICAL PERUMl INSPECTIONS ROUcEr FINAL D MECZANICAL PERMIT# S�l INSPECTIONS ROUGH FINAL PLUAIMG PERAIM �/b INSPECTIONS ROUGH/UNDERSLAB TOPDDT WATER/SE'1'�ER FWAL NOTF.K DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 r ` clf TELEPHONE:(904)247-5834 l' FAX:(904)247-5843 SUNCOM:852-5834 http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # 0'5- Z4::;1699 Applicant: L -�. Address: (c o -P 6 M E it Project: ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. XYour permit application has been reviewed by the Public Works Department and the following items need attention: t!-U ArPZOVEP- Cannot build in easement . There is a 15" plastic pipe in the middle of the easement . Violation. someone is dumping paint into the yard basin in the rear of 604 and 606 Paradise Ct . Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works Date Signature Contractor Notified Date "i Lt d 4d l03 Cc: CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT S- S. Doerr r ,+ 800 Seminole Road j = Atlantic Beach,Florida 32233 (904)247-5800 lit 31>` (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 0 3 - Z66 99 Property Address: f O q 7�r ADrS E �T. Applicant: 44ac44-r Lt`t2Ry Project: (a� VC F LOGE 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: CITY OF ATLANTIC BEACH FENCE PERMIT APPLICATION Date: Job Address: 1,*%oe C;r— Owner's Name: 7_7 — Address: SA"A 14.i . Abild. Phone: 14�l-(0 4r9� Legal Description: Block Number: Lot Number: 02 1 Zoning District: Fence Contractor: d why Address: �Qg& &4/40-,L- Phone: City: 47Y. 2,e?d State:Z Zip j2,23 3 Fax: Type of fence and materials to be used: �' C Fe NC Valuation of fence: /,4-6 O Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. [R Interior Lot ❑ Corner Lot Dumpster or storage tank enclosure Tree Protection: ;91N0. Applicant certifies that no trees will be removed for the installation of this fence. ❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. PLEASE PROVIDE TWO(2)COPIES OF APPLICATION AND THE FOLLOWING REQUIRED INFORMATION: 1. Attach copy of property survey showing location,height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) 2. Provide completed Owner's Authorization Form if applicant is other than property owner. I hereby certify that all information provided with this application is correct. Signature of Own,—I, ` Date: 1 ��"�•3 Signature of Contractor: ,rN G /� Date: 9 AP D 3 Address and contact information of person to receive all correspondence regarding this application(please print): Name: .e- 4S sAg5 � Mailing Address: Phone: Fax: E-Mail: 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/14/03 CITY OF ATLANTIC BEACH s 800 SENIINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026899 Date 10/15/03 Property Address . . . . . . 604 PARADISE CT Tenant nbr, name . . . . . . 6 ' PVC FENCE Application description . . . FENCE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1500 Owner Contractor ---------------- -------- - --- ------ -- --- -- -- -- -- - LARRY HECHT OWNER 604 PARADISE CT ATLANTIC BEACH FL 32233 (904) 241-6496 -------------------------------- -- -------------------- -- - ------------------- Permit FENCE PERMIT Additional desc CANNOT BE IN DRAINAGE EASEMENT Permit Fee . . . . 35. 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL �ess u�b ry, 4 Z-(a Cc: CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT L. Higgins 800 Seminole Road S. Doerr J r Atlantic Beach,Florida 32233 (904)247-5800 ` Lv,31 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # C3 ` 2_1-y Property Address: 004 Pau c4 I:s P C ' Applicant: _La rru �-/u%t, + Project: o (� This permit application has been: "proved Reviewed and the following items need attention: Please re-submit yo application wh these items have been completed. Reviewed By: Date: CITY OF ATLANTIC BEACH FENCE PERMIT APPLICATION e�rcl q Date: !".Z,10 'e13 Job Address:��l� �ied ��. G� f Owner's Name: 1,of&V eC�7L `� Address: 4e to �/a r Phone: ��l y y(0 Legal Description: Block Number: Lot Number: Zoning District: Fence Contractor: �2 �-- Address: .��9 -ePhone: City: State: Zip: Fax: Type offence and materials to be used: Za r n �"4le Valuation of fence: '�/ 7-00 Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. ❑ Interior Lot ❑ Corner Lot Dumpster or storage tank enclosure KTr a Protection: NO. Applicant certifies that no trees will be removed for the installation of this fence. YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. PLEASE PROVIDE TWO(2)COPIES OF APPLICATION AND THE FOLLOWING REQUIRED INFORMATION: 1. Attach copy of property survey showing location,height and all distances from property lines of the proposed fence. (Fences shall not be placed within any utility or drainage easements without written permission from the Utility and/or Public Works Departments. Fences shall not restrict any private easement.) 2. Provide completed Owner's Authorization Form if applicant is other than property owner. I hereby certify that all information provided with this application is correct. Signature of Owner: clL,1� Date: 91-14 _d Signature of Contractor: -, Date: Address and contact information of person to receive all correspondence regarding this application (please print): Name: '54,/a ,/a Mailing Address: Phone: 07 Fax: E-Mail: 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atiantic-beach.fl.us Page I Revised 1/14/03 OWNER'S AUTHORIZATION FOR AGENT is hereby authorized to act on behalf of the owner(s) of those lands described within the attached application, and as described in the attached deed or other such proof of ownership as may be required, in applying to the City of Atlantic Beach, Florida, for an application related to a Development Permit or other action pursuant to a: ❑ Zoning Variance ❑ Appeal ❑ Use-by-Exception ❑ Fence or Pool Permit ❑ Rezoning ❑ Sign Permit ❑ Plat or Replat ❑ Other BY: Signature of Owner Print Name Signature of Owner Print Name Telephone Number State of Florida County of Duval Signed and sworn before me on this day of,2002. By Identification verified: Oath sworn: Yes No Notary Signature My Commission expires: Sec. 24-157. .Allowable Height of Fences and Walls. (a)Within Required Front Yards, the maximum height of any fence or wall, including posts or columns, shall be four(4) feet. (b) Within Required Side or Rear Yards, the maximum height of any fence or wall, including posts or columns, shall be six(6) feet. (c) On Comer Lots, no fence, wall or Landscaping, exceeding four (4) feet in height, shall be allowed within fifteen(15) feet of any Lot Line which abuts a Street. (A minimum twenty-five(25) foot Sight Triangle shall be maintained.) (d) The height of fences and walls shall be measured from grade to the top of the fence or wall, including posts or columns. Where a fence or wall is erected at the junction of properties with varying elevations, the height of the fence or wall shall be measured from the side with the lowest elevation. The use of dirt, sand,rocks or similar materials to elevate the height of a fence or wall on a mound is prohibited. (e) The maximum height of a retaining walls on any Lot is four (4) feet. A minimum of forty (40) feet shall separate retaining walls designed to add cumulative height or increase site elevation. Ordinance Number: 90-01-172 Effective Date: January 01,2002 Adopted: November 26,2001 68 Sec. 24-160. Dumpsters, Garbage Containers and Refuse Collection Areas and Above- Ground Tanks. (a) Within residential Zoning Districts, trash receptacles, garbage, recycling and similar containers shall be shielded from view except during time periods typically associated with refuse collection. (b) Within commercial Zoning Districts, dumpsters, trash receptacles, above ground tanks and similar Structures and containers shall be screened from view by fencing or Landscaping, or shall be located so that these are not visible from adjacent properties or Streets. Ordinance Number: 90-01-172 Effective Date: January 01,2002 Adopted: November 26, 2001 MAP SHOWING BOUNDARY SURVEY OF LOT 21 AS SHOWN ON MAP OF PARADISE COVE AS RECORDED IN PLAT BOOK 53, PAGES 82 & 82A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BESTCON, INC. BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. ELEVATION SHOWN THUS: 12.72 REFER TO NATIONAL GEODETIC VERTICAL DATUM. CERTFLA I ED s'a��RAIN NECHr P50F: -:5 FIRST COMMUMITY BANK OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY BLANKENSHIP LAW FIRM, P.A. PARADISE COURT (60' RIGHT OF WAY) S89'21 '01 "E 50. 01 ' 7.5 JEA EASEMENT I 4' CONCRETE WALK 10' PRIVATE LANDSCAPE do SIDEWALK EASEMENT NOTE' FENCE IS "X--�K �-- f f1.5'FF SIDEWALK CONCRETE WALK f lII L 0 T 2 1 I � I �� �'11!�1��, V 1,x,1 ""(�. 1~��:f"'►G �.,, I lf) I 1s.T :ROOFED ENTRY li Lo - °' 19.3' N � .- 0 I I z o i N rl oZ w U) cv wO Pq'I 6.0 (t(Aa jN O � wz (� Q J ° �l > Z W Ld z'o 9 f o i f 9.0' o � z ~ G LL 0 L 0 Q o f N w N O J I N i o W N - f 1 F o o r O '1 Z o ' 0 20.0' rn \ I -4 7.5' b y b f v` S99-36'14 W 50. 00' f vcC�-rKic© AnAm //��1�//4 // __ CITY O//F Office of Building Official REQUEST FOR INSPECTION Date—3 —12 ��/ Permit No. 211149 Time A. Received M [� Job Address Locality Owner's ff eS C.0 S� Name Contractor e � UILDING / CONCRETE ECTRICAL MBI IECHANICA Framing T Footing E) Rough Wiring LOIRough ❑,.Ait Cond. & fes' Re Roofing 11Slab ❑ Temp Pole ❑ Top Out f- Heating Insulation ❑ Lintel ❑ Final LlSewer IJFire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues Wed. Thurs. Friday r .A Inspection Made ---G�� Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date ✓ CITY OF Office of Building Official f� REQUEST FOR INSPECTION Date_ 'y Permit No. _ Time A.M. Received 67 /A Job Address. lx L alit' Owner's Name Contractor BUILDING NCR OETE ELECTRICAL LUMBING MECHANICAL Framing O Footing Rough Wiring ❑ Rough ❑ Air Cond. & C Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION 0.11 Tues. Wed. Thurs. Friday P.M. r <Z) Inspection Made P.M, Inspector Final Inspection C Certificate of Occupancy Date �. �� CITY OF 4&odw Bm"-4&uda 9 2-0-10 Office of Building Official REQUEST FOR INSPECTION Date r �/ / Permit No. Time Receive Job Address Locality Owner's Name Contractor BUILDING CONCRETE <iECTRIC PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final Cl Sewer ❑ Fire Place ❑ uB r N Se�✓.�Ce Pre Fab D READY FOR INSPECTION Mon. Tues. Wed. C/.1`�T�hurs. Friday Inspection Made Ile 4:57- r RM. Inspector Final Inspection ❑ �— Certificate of Occupancy // WV t .. u P Date 3 '26 4&4 ^��,,-� //CITY O//F ��// Office of Building Official REQUEST FOR INSPECTION Date 3 -)-2 -01 ?Permit No. 21210 Time Received hm how /� �! se C4 Job Address Locality Owner's file—<c Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing Q Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Rooting CSlab 171 Temp Pole 17,, Top Out ❑ Heating Insulation j _,,Lintel D Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tue Wed. Thurs. ridgy __._._� A.M. Inspection Made Inspector Ql� Final Inspection ❑ Certificate of Occupancy ❑ Date ��✓ ©� 09 CITY OF 4&4a4-c !2e4cA-TWtd4 Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received P.M. C-� Job Address j� Locality / r Owner's /�,(� + J Name JzCrK.JD Lz(_ Contractor /` 4 BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out Heating Insulation ❑ Lintel ❑ Final ❑ SewerL '� Fire Place Cl �...._.1 Pre Fab READY FOR INSPECTION M Mon. Wed. Thurs. Friday P. A.M. Inspection Made Tues. Inspector Final Inspection Certificate of Occupancy ❑ Date -?—2� —O CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in cornplanoe with the various ordinances of the City regulating btaftV construction or use. For the falming: Address: 604 PARADISE COURT Owner. BESTCON INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number. 21210 Date: 1/2512002 _ z1 DON C. FORD, C. . Post in a conspicuous space CRY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requrements of Section 106 of the Standard Buildirg Code ced fymg that at the time of issuance this structure was in con vice with the vanous aniinanoas of the city regulating bu*ft construction or use For the falloAV: Address: 604 PARADISE COURT Owner: BESTCON INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 21210 Date: 1/25/2002 C) DON C. F RD, C.B. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the tine of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the fok wing: Address: 604 PARADISE COURT Owner: BESTCON INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 21210 Date: 1/2512002 DON C. FORD, C. . Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirerrwnts of Section 106 of the Standard Buildkg 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 folowing: Address: 604 PARADISE COURT Owner. BESTCON INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number. 21210 Date: 1/25/2002 DON C. F RD, C.B. _ Poet in a conspicuous space CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 -- - TELEPHONE (904)247-5800 FAX ( 247-5805 SUNCOM ONI 852-5802-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT BUILDING,PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFA TLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: il.pi Building Contractor: `zjt-- nT) - nc, Building Permit Number: �lolJ�j Address : Legal Description: Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: --12- required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire k=— Public Works �° `�� .G� • ( Z 6 ' 'S Planning /- a5^©.-Z I ,2L "UP- Building 0 �Z- - ~Z? Jua-11. 2001 2:33PM BESTCON Inc- No-M9 P. 2 MAP SHOWING .BOUNDARY SURVEY OF LOQ' 21 AS SHOWN ON MAP OF PARADISE COVE AS RECORDED IN PLAT BOOK $3, PAGES 82 k 82A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. FOR: HESTCON, INC. oEAr4NQ REFERENCE BEARING SHOMII ON RKmT—OF—WAY LATE HEREON IS 1HE SAME AS SNOYN ON THE A6014MEN PLAT• PARADISE COURT (60' RIGHT OF WAYJ S89'21'01 "E 50.01 JEA CASEMENT4 CONMETt WALK I• 10' PRIVATE LANDSCAPE #� 4 .• .__ �" R SIDEWALK EASEMEN7 I 1 I I L O T 21 ! f I I zs_ to o i N ! I N N ae I .17 d W I Z _ $ W a 1 � � � ¢ 0 M f N w I q O N N I O o 1 Q ' z 0 n o.n e.s 0 ,n I � � 7.6• 7.5' i q oim I I 9 I I � I I S89'36'14"W s,�• 50.00' KESTNER ROAD (50' RIGHT OF WAY) FOUNDATION SURVEY: 2-12-2 01 NOTE: FOUND ALL IRONS. EXCEPT AS NO 0 1 FIEREBY f"n THAT THIS SURVEY,PERFORMED UNDER MY RESPOHSAA.E Offe-110N MEETS THE LLGEND MiNN1UM TEq tICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE VATH CHAPTER 6TC17-6,FLORIDA ADMINISTRATIVE CODE(PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOW WRQ LK NOTA THE LOT SURVEYED REREON APPEM To uE VATHIN FLOOD CLAR N AND A&9WA7E% INQ i Est=IN rom 7tW AW"M 1RON 1M FLOOD WWWOR RATE IW NALDO AVE..JAMSONVUE FL.,32207 pp,,MAPS.Cp1A611RN{TY PANEL _y4MT76��Fo,DAYM 4-17-69. P,T, G�P�OITT�O N dAfV[ SURVEYED JANUARY 8 2001, v SCALE: s 20' FlE w_m _lm N0. FIELD BOOK ¢24 PAGE 59. 61 JOSE A. HILL JR. E SURVEY NOT VALID MTHDU7 EM"SSED SIRVEYORS SEAL FLOODPLAIN DEVELOPMENT INFORMATION Location:: Type of Development: RS oZ Flood Zone: Y Required Lowest Floor Elevation: C �P If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknbwiedgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or sball be provided as required I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed elopment. Date //. G'. Of�U Applicant's Signature 1 Department Use: Required Lowest Floor Elevation ( , As Built Lowest Floor Elevation j Z � Survey Filed with Building Department Building Department Repres 've CITY OF Office of Building Official "` REQUEST FOR INSPECTIO aICPG Date Permi No Time Received Job Address L ality Owner's Name ctor �BUILDING�I CONCRETE �ECTRIC1kL i �� MECHAN 4 nng 0 Footing CI ug iringCE1, T�op__Uu_t ugh — Air Cond R_ r Re Roofing C Slab ❑ Temp Pole C Heating Insulation C Lintel C Final C: Sewer C Fire Place C Pre Fab � READY FOR INSPECTION � 'l L A.M. Mon. Tues. Wed. Thurs. Friday P.M. I A.M. Inspection Made P.M. Inspector Final Inspection C Certificate of Occupancy C Date CITY OF Office of Building Official REQUEST FOR INSPECTIO67 j6S Date �X_7 v� Permit N''✓ "`�` v� Time A.M. -� Received P.M. Job Address PAID locality Own is—cam I�U� IJIL�J Name Contr � � BUILDING CONCRETE I LEC�I� PLUMBING MECHANICAL Framing P Footing =_i -' Rough Wiring Rqugh �.:� Air Cond. & D Re Hooting D Slab D Temp $� c IBtM- Top Out D Heating Insulation D Lintel D �,.Ei U ❑ Sewer ❑ Fire Place 11 G1iY Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Frida P.M. G' A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy D Date An11��� ������c //CITY OF Office of Building Official l REQUEST FOR INSPE Date Time y A.M. Received C ob Ad ress Locality �ne /�r �� "1 ntractor ��11 C, BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring i i Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday _�iLRM. Inspection Made PM. Inspector Final Inspection ❑ Certificate of Occupancy ❑ C�u, Date NOTICE TO: Water Department FROM: Building Department DATE: <9 "I", Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number } _r / ✓. r ... .._.�. 1 i Ll-___ _` *_____=__ fi:.� =___-- ------------------- --—---------- Sincerely, Pat Harris Building Department CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 2475826-FAX 247-5677 PERMIT INFORMATION RMATION OCATIQN INFORMATION Permit Number: 21560 Address: 604 PARADISE COURT Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):21 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: ER INPORMATI N Date Issued: 3/05/2001 Name: BESTCON INC. Total Fees: 47,00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 47.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 3/05/2001 Phone: (904)246-3747 Wont Desc: HVAC COM OT ��,<<. r r LI SON FEES MCGOWAN`S HEATING &AIR COND. PERMIT 47.00 v:�ir>ts ctians R °�iEired .,�a �_ 'a� ROUGH MECHANICAL FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDIN PT.^ $47.0614 Date: 3/95/61 91 Receipt: W38939 99199663ti?1669 02/26/1994 01:06 9042780366 MCGQWAN'S HVAC PAGE 02 BUILDING AND ZONING INSPECTION DIVISION CITY OR ATLANTIC BEACH ATuJWM eeAes,h►Ow10A,,Allis APPLICATION FOR MMHANICAL PERMIT CALL-IN NUMBER f� IMPORTANT—Applicant to complete all items in sections I,ll, III, and IV. " wr BSc. �� lino+Alder: AE OF lilow"rNy S,sole! 111.919 Ad ItLIL IM foA 11.NIes� '71� 1/l/��Y►/. Fi I. EWM14CATION•—To be completed by oil applicants, M"@"M*m at pmnN yMn to,doing Me owh as Iac.Ard i.,M rbn.r 00*-*.I"b•nbv•g"•s 16,prdrne uW.r,1 i.rcc..Jo... .Mb as rllrcowd P6./red/p A441:4ee.h1eh o,r r poor Iwnol 1.4 .94as•do•es.1,h ohs Gi,T of Joebw.:ho rd»..ew sed,N.dr.le 0)Ne/•Vr6Mer 1lerrd thersio. wAer r 1A�elAeleslK 's HLv' a Air- j cons«tinCC:46-I Imo! Inc. M.IIa CACO-10070 "maw 41 Ow.e M-4B tNpel,re of Quo llpslrn r1 M MA.W Apr! AnblNef or l•elsoor ML 11111184MIL 0111111001"IM A• el Aeeesg MI, g If 0761[11 GO,KTtA1GT10M MING� 0 YeslNt TMIf O 6w—O v o itt rtim O Coope/ut&tj09 If vle,GIVE NUM69A OF C011111TM1CTIOM= PIMMIT IV. 111011111111111111111iff W st URE OF WONK IF eewplbl.Moret ee6,pewwoo Motbed of IAN lrewl Icommerciallel or ❑ commercial x *0 0 /pee D Essesew T cored O W. New EI,Ndlee Ab C.&MIsWq, aero I( Co." r C3 FJtigung striding 13 Ors( TArsl,e: Me Tb ' 'J� �❑y wplereWAM Of 4211111119 A►uem weablo st o"Ns"r, 00Q r.la )y , New 1"10610/06 INC system Previously 16946140) G ❑ FatenNOn or Add-on Is e>tlsling sy94em l7 other—Ofedty O Cwael 16een CepwM g� •O Ille NSR NgwMe dl s-�• e Ibeese. O ItIb" O irrWw Ierlll�rert fltq>rAaE ba oFsgcE t1EE OFNr p:.ewll�erg-�_IwrYM) 10eaM��) IQ.r'.' s11111Y.►1 �wn.,u p y�...or... (sseier) .12 Vabw p Y 9600 FoostO AEpww1 bM ft . Oma . O cow—/16010 Fer.Il1 am— AM coho T1omw AND awmK Luman EQu)Fmm c�Aryr xwmuwva" OMOWAM 1fdYIAs•Mr MesWYaOWIee h1rj �j`�� 1 MIM-piNAC04 1110KAJI .1111012FtAQs r 1FeOffFS/slu omo%mm ■1r1Yl1YfAfe lbslltl/dwr t1 i WARM now maw usewmed CJAs1eW Etter Nei. a M14. KITUEJ41 PHONE# � THIS INSTRUMENT PREPARED BY: Book 9961 Vagaa 2428 Deborah W.Taylor,Esq. Blankenship Law Firm,P.A. 1300 Marsh Landing Parkway,Suite 108 6x1$001095363 Jacksonville Beach,Florida 32230 Boas 9961 RECORD AND RETURN TO: Par, 24201 — 2429 Blankenship Low Firm,P.A. JIM04J24MQI 0910!.50 RN 1300 Marsh Landing Parkway,Suite 108 ELIN4 IRRWIT COURT Jacksonville Beach,Florida 32250 1. COY� i L0000 MRTIFY OF COMMENCEMEN T +TICE9:� ' PERMIT NO. I tOO �TAX FOLIO NO. , f7a 86-�Qab5 The undersigned hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13,Florida Statutes,the following information is provided in this Notice of Commencement. This Notice shall be void and of no force and effect if construction is not commenced within ninety(90)days after recordation. 1. Description of the property: See Attached Legal Description 2. General description of the improvement: Single Family Residence 3. The owner Bestcon,Inc.,a valid Florida corporation Address: 2440 South Beach Parkway,Jacksonville Beach,FI.,32250 Phone: 246-3747 Fax: Owner's interest in site of the improvement: Fee Simple 4. Fee Simple Title Holder(if other than Owner): 5. Contractor: Same as Owner 6. Surety if any): None 7. Lender: AmSouth Bank Address: 9424 Baymeadows Road,Suite 100,Jacksonville,FL 32256 Phone: 281-7610 Fax: 281-7647 8. Name and address of person within the State of Florida designated by the owner as person upon whom notices or other documents may be served as provided by Florida Statute Section 713.l3(t)(a)(7): 9. The owner has designated the following person,in addition to himself,to receive a copy of the lienor's notice as provided in Section 713.13(l)(b)of the Florida Statutes: Name: AmSouth Bank Address: 9424 Baymeadows Road,Suite 100,Jacksonville,FL 32256 Phone: 281-7610 Fax: 281-7647 10. Expiration date of Notice of Commencement-(the expiration date is one(1)year from the date of recording unless a different date is specified): The recording of this Notice of Commencement does not constitute a lien, cloud or encumbrance on the described real property,but gives constructive notice that claims of lien may be filed under Chapter 713 of die Florida Statutes. BEP.WW'Nilh,,I�s, By its President STATE OF FLORIDA COUNTY OFDUVAL The foregoing instrument was acknowledged before me this iz�day of 2001, by Paul W.Nichols,President,Bestcon,Inc.,a valid Florida corporate ,on behalf of the corporation. lie is personally known tome. Notary Public (SEAL) p80EWW2AN0 Commission No.- 110VWPO%X.STATEof My commission expires: d LLL1'Q4! 'N031S38 4Vycl li 1d0� ti�'a�� D 4 �,._. ..� FILE:NOC N j bL( LEGAL DESCRIPTION q Lot 21, PARADISE COVE, according to plat thereof recorded in plat Book 53, pages 82 and 82A, of the N current public Records of Duval County,Florida. a �a o+ m 0 0 as Form 9oHWaro by Aulomated RW Eelate Services,Inc. l.aeeaao•tzee NOC 'd tLLl aN lel AMS39 A01 :11 (OOz 'tz ' xdy CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: X47-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21405 Address: 604 PARADISE COURT Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):21 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 2/05/2001 Name: BESTCON INC. Total Fees: 67.50 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 67.50 JACKSONVILLE BEACH, FL 32250 Date Paid: 2/05/2001 Phone: (904)246-3747 Work Desc: INSTALL PLUMBING IN NEW HOME CONTRA S P N FEES DON HARRIS PLUMBING PERMIT 67.50 e r� F.e 4 Gtlom" UNDER SLAB PLUMBING SEWER/WATER TOPOUT FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 7t G� $67.5814 ATLANTIC BEACH BUILDING DEPT. Dates x` 2/86/81 81 Receipt: 8831° CITY OF ATLANTIC BEACH 1 `trqaw--- Com' APPLICATION FOR PLUMBING PERMIT C)a I JOB LOCATION: ( `f C� C�1 lei •17R - -- OWNER OF PROPERTY: CC) n BUILDING CONTRACTOR: PLUMBING CONTRACTOR DOM HARRIS PLUNIR"NG 120 AND ADDRESS: P. 0. BOX 14668 ���■ wLrieu �i ■i g+rr"�J TELEPHONE NUMBER: (904) 772-0900 C F C - ® 1919 STATE LICENSE NO: d A _ TYPE OF BUILDING: TYPE OF WORK: ��-G� /`/ ��-✓�i� HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SILKS ._ SHOWERS 2' LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT:.- 3 s $3.50 + $15.00 = $ /-Vl;OL"21.,3 o_ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION 'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE YNSPECTIONS, - (904) 247-5826 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING ►� 800 SEmw4m ROAD-ATLANTIC 9EAcK FL 32233-nfi_ 247-6826-F,4 247-Un . Permit Number. 2121 Address: PARADISE COURT Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(022' r Block: Section: Square Feer Subdivision: PARADISE COVE Est.Value: Parcel Number: Improv.Coat 87,120.00 Date Issued: 12126/2000 Name: BESTCON INC. Total Fees: 2,734.98 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 2,734.98 JACKSONVILLE BEACH, FL 32250 Date Paid: 12/26/2000 Phone: . 904 246=3747 Work Desc: CONSTRUCT NEW HOME PER PLUS BEST ON, 1NC. PERMIT 618.00 WATER IMPACT EEE 410.00 SEWER IMPACT FEE 1,250.00 WATER METERITAP 85.00 • RADON GAS-H.R.S. 5.69 RADON CAB 5% _ 0.30 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 5.39 SCHARGEIATL.BCH. 0.60 TREE BARRICADES FOOT LAB FRANINGIG VER-UP FINAL.BUILDING CERTIFIOCCUPANCY INSULATION NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operator'. CIBYLEReceipts 0220Dates 12/28/98 %1 W34.% A NTIC BEAC BUILDING Pt. 'total Paymt �I Wdb1:V-1j U=jm noborsh W.Taylor,Esq. Blankenship Law Firm,P.A. AJvv Lvinjan .441ulljg&-UK KWnYj OURC IUC Jacksonville Reach,Florida 32250 RECORD AND RETURN TO: Blankenship Low Firm,P.A. Jacksonville Beach,Florida 32250 NQTICE OF COMMENCEMENT let. ri-nAu INW, 1 4w Oa in accordance with Section 713.13,Florida Statute's',the following information is provided in this Not;--1 of Commencement. This Noticc shall hev id and of no raffir'l!ie"�onsii w.1 tin not commenced within ninety(90)days after recordation. a. —..w1FL-VA1U1u1CF1UPr11Y: ow^ttacneu"'jai juescription 2. General description of the im- provement- Single Feimily Residence 3. The owner, Bestcon.Inc.,a valid Florida corporation Address, 2440 South Reach Parkway,Pack--onville Bcach,'VL 32 251) Phone: 246-3747 Fax-, "r's interest in site of the improvement Fee Simple 5. Contractor! Same as Owner 6. Surety if any). None Address: 9424 Bayineadows Road,Suite 100,Jacksonville,FL 32256 Phone- 281-7619 Fa.•c 8. Name and address of person within the State of Florida designated by the owner as TIPTISICIn upir'n -whom notices or othtf n-mv be%,ervrd rs —nvidrri 6y PinriA, Section 713.13(i)(a)(7): 7. I iso u-,vnrj nas ocsignaicu inc Tonowing person,in actaition to hunwil,to receive a copy of the lienor's notice as provided in Section 713.13(1X6)of(be Florida Statutes: Address: 9424 Bayineadows Road,Suite 100,Jacksonville,FL 32256 "hone: 2-917619 Frux- 291-."64-7 10. Expiration date of Notice of Commencement:(the expiration date is one(1)year from the Aute of recordi"-11 unless a !Mrentdate-is The recording of this Notice, of Commencement does not ennoitnte, a lien M')wni- f - I d - -r- -.-U- — ri lum 1161 mice un me escrioca mai property,but gives constructive nutice that claims of lien may If ° ul W.Nichols,its President STATE OK F FLORIDA Th.; 6 Paul W.Nichols,President,Hesteon,Inc.,a.Valid Florida—oorpratimg,'onbehaff of the corporation- He is versonaliv known to me- (S F A T— HEtCI--'urn .mussion No.: q of FLOWA fi4-- TATE 0Y ow LO FILE!NOC LEGAL DESCRIMON Lot 21, PARADISE COM according to plat thereof recorded in Plat Book 53., pages fO and 82A, of the Fo)r-Sftw.-v by Automate:Real Evtots 1-wvlcvs,Inc. I-800-M-1295 jji CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address A o Is 0- Date Date Heated Square Footage $ per sq ft = $ Garage/Shed @ per sq ft = $ �C t Carport/Porch @' $ per sq ft = $ Deck �(�% $ per sq ft = $ \v Q Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total Valuation 1st $ !70, boo ?I-, /Zo l EZoa $ 152 0 o Remaining Value $�,1. per thousand o¢ portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 2nG.vy (6) Fireplaces @ $15 . 00 $ -- - BUILDING PERMIT FEE $_ WATER IMPACT FEE $ W-6 SEWER IMPACT FEE $ �x r0 WATER METER/TAP $ es-- CAPITAL IMPROVEMENT $ 2 J' SEWER TAP $ fige) RADON (HRS) .0050 $'5, q SECTION H PAVING ( ) $ HYDRAULIC SHARES $ — } CROSS CONNECTION $ Me SURCHARGE . 0050 $ 3`1 & OTHER $ p GRAND TOTAL DUE $ 7 � ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; Swimmingpool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : JOB NUMBER: BE090300 �.N u C4 CLIENT: BestCon BUILDER: BestCon y`=. SUBDIVISION: Paradise Cove No, g LOT NUMBER: 22 FLOOR PLAN: 1198 OF �iST�.'�`� «` Mw RIO ::.::....:.....:...........:.....::...::...::........ CALCS BY: DLM 11/29/00 9FD E104 CHECKED BY: WVC 11/29/00 APPROVED BY: WVC 11/29/00 U ASCE 7-98 HIGH WIND MWFRS CALCULATIONS GENERAL INFORMATION: Top Floor Eave Height=" 8 ft Base Wind Speed,V120.,,mph (ASCE 7-98 Fig 6-1b) Top Floor Ridge Height= ,•21`ft Least Plan Dimension,WL 1 or 2 Story? sl 2nd StoaRoof Pitch Front o � Roof Pitch Front to BacBack � "�`'ll GABLE Back 0 GABLE Front to Back Trans(T)or Long(L)? "I Front to Back Trans(T)or Long(L)? 1 e Roof Pitch Left to Right 0`GABLE Roof Pitch Left to Rightr,.17/12 Left Right Trans(T)or Long(L)? _.,• Left Right Trans(T)or Long(L)? t Eave Height=; 0,ft Eave Height= 10'ft Ridge Height=`'` `0 ft Ridge Height )G:ft Length of Exposed Wall Left to Right ft Length of Exposed Wall Left to Right ft Length of Exposed Wall Front to Back= 0'ft Length of Exposed Wall Front to Back 60 ft Gable Area on Front or Back Wall=. 0''sf Gable Area on Front QLBack Wall 232 sf Gable Area on Left!ar Right Wall= 0sf Gable Area on Left Qr Right Wall I59 sf Length of Left to Right Ridge Lost to Hips— r .0`ft Length of Left-Right Ridge Lost to Hips&2nd Floor Walls r3S ft Length of Front to Back Ridge Lost to Hips= ft Length of Front-Back Ridge Lost to Hips&2nd Floor Walls= 0§ft Average Plate Height Left to Right=�`* O'ft Average Plate Height Left to Right= ft Average Plate Height Front to Back= 0 ft Average Plate Height Front to Back= ft Floor System Depth= 0.0'ft 2nd FLOOR-LEFT TO RIGHT 1st FLOOR-LEFT TO RIGHT Qty L H No. Shear Uplift SW Qty L 11 No. Shear Uplift SW Sides (PLF) (lbs) TYPE Sides (PLF) (lbs) TYPE 0 0 0 1 0 0 F1, 5 8 1: 300 1388 SW2 R 0 0 0 1 0 0 R =10; £ 1 300 378 SW2 O 0 0 0 1 0 0 O 0 `', 0 0 1; 0 0 N 0 0 0 1 0 0 N 0 0 0 1 0 0 T 0 0 0 1 0 0 T 0 • _ 0, 0 1, 0 0 B 0 0 0 ; .. 1 0 0 B 2¢, 5'� . v_18 ._ A 326 1596 SW2 A 0 0 0 1 0 0 A 1:• 3.8 0 1 326 -600 SW2 C 0. 0 0 _ 1 0 0 C ""o,", r,:0 -0 . 1 0 0 K 0 0 0:.` . " 0 0 K 0. ., 0 , 0 1 0 0 0 0"[; 0 0 00 : 0 .F70, 7T 0 0 Total Force 0 Pounds Total Force 8,991 Pounds 2nd FLOOR-FRONT TO BACK I ST FLOOR-FRONT TO BACK Qty L H No. Shear Uplift SW Qty L H No. Shear Uplift SW Sides (PLF) (lbs) TYPE Sides (PLF) (lbs) TYPE L 0 0 0 1 0 0 L 1 21 8 1 144 -3088 Typ Wall E 0. 0 0 1 0 0 E 0 0 0 1 0 0 F 0 0 0:: 1 0 0 F 0 0 0 1 0 0 T 0 0 1 0 0 T 0 0 0 1 ;, 0 0 0 0 0 1 • 0 0 0 . 0 0 1 0 0 0 0 0 1 0 0 R 1 25.5 8 1 119 -4200 Typ Wall 1 0 0 0' 1 0 0 1 0 0 "0 1 0 0 G 0 0 0 1 . 0 0 G 0.. 0 0. , 1 0 0 H 0 _ �.0<<, s•0 l,x 0 1 0 H - .0:. Ua. _.,1' •, 0 0 T 0, t0. �'0!a s 1,sT 0 0 T 0 0 Total Force 0 Pounds Total Force 6,060 Pounds v2.2 JOB NUMBER: BE090300 CLIENT: BestCon Q ,�N1�f�`9 BUILDER: BestCon `� "t/J � No- 148 3 SUBDIVISION: Paradise Cove LOT NUMBER: 22 E FLOOR PLAN: 1198 R1 CALCS BY: DLM 11/29/00 CHECKED BY: WVC 11/29/00 APPROVED BY: WVC 11/29/00 — HIGH WIND ENGINEERING CALCULATIONS GENERAL INFORMATION: Top Floor Eave Height= 8 ft Base Wind Speed,V= 120 mph(ASCE 7-98 Fig 6-1b) Top Floor Ridge Height= 21 ft Least Plan Dimension,WL= 35 R CALCULATE, Mean Roof Height,H= 15 ft Test for Endzone Distance,a:(See Note 7 Fig 6-4 ASCE 7-98) Z=WLx(0.1)= 3.5 ft a= 3.5 ft Z=Hx(0.4)= 6 ft Z>WL x(0.04)> 1.4 ft Therefore,X=2 x a= 7.0 ft Z> 3.0 ft Base Pressure=[0.00256 x V^2 x I]x Kz x Kzt x Kd (See Eqn 6-13 ASCE 7-98) Kz= 0.70=Exposure Coefficient,Exposure B,Case 1 (Table 6-5 ASCE 7-98) Kd= 0.85=Directionality Coefficient(Table 6-6 ASCE 7-98) Kzt= 1.00=Topographic Factor(Figure 6-2 ASCE 7-98) I= 1.00=Importance Factor(Table 1-1 and Table 6-1 ASCE 7-98) Therefore,q= 21.9 psf WIND LOADS: Chapter 6,ASCE 7-98 1 or 2 Story? 1 2nd Story 1st Story Roof Pitch Front to Back= 0 GABLE Roof Pitch Front to Back= 0 GABLE Front to Back Trans(T)or Long(L)?- T Front to Back Trans(T)or Long(L)?- Roof Pitch Left to Right= 0 GABLE Roof Pitch Left to Right= 7/12 Left Right Trans(T)or Long(L)?- T Left Right Trans(T)or Long(L)?- t 2nd STORY MAIN WIND FORCE RESISTING SYSTEM COEFFICIENTS: FRONT TO BACK Roof Pitch= 0/12 Therefore,a= 0 degrees (See Figure 6-4 ASCE 7-98) Transverse(Perp to Ridge)Horiz Resistance to Wind Load: FOR: a<20 WALLS: Sum of End Zones IE and 4E:j 1.04 =V p or End Zones Sum of Interior Zones 1 and 4:1 0.69 - p fbr Interior Zones ROOF: Sum of End Zones 2E and 3E:j 0.00 =G7pfor End Zones Sum of Interior Zones 2 and 3:1 0.00 =CjCP or Interior Zones LEFT TO RIGHT Roof Pitch= 0/12 Therefore,a= 0 degrees (See Figure 6-4 ASCE 7-98) Transverse(Perp to Ridge)Horiz Resistance to Wind Load: FOR: a<20 WALLS: Sum of End Zones IE and 4E:1 1.04 =GCp for End Zones Sum of Interior Zones 1 and 4:1 0.69 =V p113or Interior Zones ROOF: Sum of End Zones 2E and 3E:1 0.007 of�End Zones Sum of Interior Zones 2 and 3:1 0.00 = p or lntenor Zones JOB NUMBER: BE090300 '�V, C� CLIENT: BestCon �QQ° TIF J�'9 BUILDER: BestCon SUBDIVISION: Paradise Cove LOT NUMBER: 22 q FLOOR PLAN: 1198 ®RI��'' � 1' <# QOtt ED EN CALCS BY: ,. >DLM1,1/29/00 CHECKED BY: WVC 11/29/00 APPROVED BY: WVC 11/29/00 1st STORY MAIN WIND FORCE RESISTING SYSTEM COEFFICIENTS: FRONT TO BACK Roof Pitch= 0 /12 Therefore,a= 0 degrees (See Figure 6-4 ASCE 7-98) Longitudinal(Parallel to Ridge)Horiz Resistance to Wind Load: FOR: a<20 WALLS: Sum of End Zones 5E and 6E:1 1.04 =GCp for End Zones Sum of Interior Zones 5 and 6:1 0.69 =GCP for Interior Zones ROOF: 0.00 =GCp for End Zones 0.00 =GCp for Interior Zones LEFT TO RIGHT Roof Pitch= 7/12 Therefore,a= 30 degrees (See Figure 6-4 ASCE 7-98) Transverse(Perp to Ridge)Horiz Resistance to Wind Load: FOR: 20<a<30 WALLS: Sum of End Zones lE and 4E: 1.44 =GCp for End Zones Sum of Interior Zones I and 4:1 0.96 =GCp for Interior Zones ROOF: Sum of End Zones 2E and 3E:j 0.00 =GCp for End Zones Sum of Interior Zones 2 and 3:1 0.00 =GCp for Interior Zones 2nd Story Eave Height= 0 ft Ridge Height= 0 ft Length of Exposed Wall Left to Right= 0 ft Length of Exposed Wall Front to Back= 0 ft Gable Area on Front gQ,Back Wall= 0 sf Gable Area on Left lu Right Wall= 0 sf Length of Left to Right Ridge Lost to Hips= 0 ft Length of Front to Back Ridge Lost to Hips= 0 ft Average Plate Height Left to Right= 0 ft Average Plate Height Front to Back= 0 ft Floor System Depth= 0.0 ft 2nd Floor Wind Force Front-Back Walls(End Zones): 0 pounds Walls 1.04 =GCp for End Zones X= 7.0 ft Walls(Interior Zones): 0 pounds 0.69=GCp for Interior Zones q= 21.9 psf Roof(Interior Zones): 0 pounds Roof 0.00 =GCp for End Zones Roof(End Zones): 0 pounds 0.00=GCp for Interior Zones Gable Force: 0 pounds TOTAL FRONT TO BACK WIND LOAD: 0 pounds Front-Back Force to Transfer to 1 st Floor: 0 pounds 2nd Floor Wind Force Left-Right Walls(End Zones): 0 pounds Walls 1.04 =GCp for End Zones X= 7.0 ft Walls(Interior Zones): 0 pounds 0.69 =GCP for Interior Zones q= 21.9 psf Roof(Interior Zones): 0 pounds Roof 0.00 =GCp for End Zones Roof(End Zones): 0 pounds 0.00=GCp for Interior Zones Gable Force: 0 pounds TOTAL LEFT TO RIGHT WIND LOAD: 0 pounds Left-Right Force to Transfer to 1 st Floor: 0 pounds JOB NUMBER: BE090300 CLIENT: BestCon g`�y. CAA BUILDER: BestCon Q� � IL` SUBDIVISION: Paradise Cove N Ii 3 LOT NUMBER: 22 FLOOR PLAN: 1198 TE OF DR10 til CALCS BY: DLM 11/29/00 ��ED CHECKED BY: WVC 11/29/00 APPROVED BY: WVC 11/29/00 Ist Story Eave Height= 10 ft Ridge Height= 21 ft Length of Exposed Wall Left to Right= 35 ft Length of Exposed Wail Front to Back= 60 ft Gable Area on Front QLBack Wall= 232 sf Gable Area on Left to Right Wall= 159 sf Length of Left to Right Ridge Lost to Hips and 2nd Floor Walls= 35 ft Length of Front to Back Ridge Lost to Hips and 2nd Floor Walls= 0 ft Average Plate Height Left to Right= 8 ft Average Plate Height Front to Back= 8 ft 1st Floor Wind Farce Front-Back Walls(End Zones): 1,277 pounds Walls 1.04 =GCp for End Zones X= 7.0 ft Walls(Interior Zones): 1,271 pounds 0.69 =GCp for Interior Zones q= 21.9 psf Roof(Interior Zones): 0 pounds Roof 0.00=GCp for End Zones Roof(End Zones): 0 pounds 0.00 =GCp for Interior Zones Gable Force: 3,511 pounds Front to Back Force Transferred From Second Floor: 0 pounds TOTAL FRONT TO BACK WIND LOAD: 6,060 pounds 1st Floor Wind Force .eft-Right Walls(End Zones): 1,769 pounds Walls 1.44 =GCp for End Zones X= 7.0 ft Walls(Interior Zones): 3,874 pounds 0.96 =GCp for Interior Zones q= 21.9 psf Roof(Interior Zones): 0 pounds Roof 0.00 =GCp for End Zones Roof(End Zones): 0 pounds 0.00=GCp for Interior Zones Gable Force: 3,348 pounds Left to Right Transferred Transferred From Second Floor: 0 pounds TOTAL LEFT TO RIGHT WIND LOAD: 8,991 pounds CALCULATE SEGMENT LOADS USING A LINEAR DISTRIBUTION OF TOTAL LOAD AMONG AVAILABLE SHEARWALLS 2nd FLOOR SEGMENTS RESISTING FRONT TO BACK WIND LOAD Qty Length height No.Sides Effective Segment Shear Overturn Wall DL Resist Uplift (ft) (ft) Sheeted L Load(#) PLF Moment Resist plf Moment (pounds) 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 1 0.0 1 0 1 1 1 0.0 0 0 0 0 0 0 Total Force: 0 pounds SUM= 0 =Sum of(Qty column x Effective L column). 0 0.0 0 l 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 Total Force: 0 pounds SUM= 0 =Sum of(Qty column x Effective L column). JOB NUMBER: BE090300 1, CA p CLIENT: BestConpjP/ 3`Z BUILDER: BestCon r '� SUBDIVISION: Paradise Cove No. � LOT NUMBER: 22 T E FLOOR PLAN: 1198 B1pP �tv :.:.:..........:....:;....:.:.:.:.... Ela E IA CALCS BY: DLM 11/29/00 CHECKED BY: WVC 11/29/00 APPROVED BY: WVC 11/29/00 r 2nd FLOOR SEGMENTS RESISTING LEFT TO RIGHT WIND LOAD Qty Length Height No.Sides Effective Segment Shear Overturn Wall DL Resist Uplift (ft) (ft) Sheeted L Load(#) PLF Moment Resist plf Moment (pounds) 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 Total Force: 0 pounds SUM= 0 I=Sum of(Qty column x Effective L column). 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 Total Force: 0 pounds SUM= 0 =Sum of(Qty column x Effective L column). 1st FLOOR SEGMENTS RESISTING FRONT TO BACK WIND LOAD Qty Length Height No.Sides Effective Segment Shear Overturn I Wall DL Resist Uplift (ft) (ft) Sheeted L Load(#) PLF Moment Resist pif Moment (pounds) 1 21.0 8 1 21.0 3030 144 24240 88 89082 -3088 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 Total Force: 3,030 pounds SUM= 21 =Sum of(Qty column x Effective L column). 1 25.5 8 1 25.5 3030 119 24240 88 131351 -4200 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 Total Force: 3,030 pounds SUM= 26 =Sum of(Qty column x Effective L column). 1st FLOOR SEGMENTS RESISTING LEFT TO RIGHT WIND LOAD Qty Length Height No.Sides Effective Segment Shear Overturn Wall DL Resist Uplift (ft) (ft) Sheeted L Load(#) PLF Moment Resist pif Moment (pounds) 1 5.0 8 1 5.0 1499 300 11988 88 5050 1388 1 10.0 8 1 10.0 2997 300 23977 88 20200 378 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 Total Force: 4,496 pounds SUM= 15 =Sum of(Qty column x Effective L column). 2 5.0 8 1 5.0 1629 326 13031 88 5050 1596 1 3.8 0 1 3.8 1238 326 0 0 2282 -600 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 Total Force: 4,496 pounds SUM= 14 =Sum of(Qty column x Effective L column). Connector List Page 1 of 1 Date: 11/9/00 ANSI/TPI 1-1995: Yes Job ID: J009100 Job Info: BESTCON, INC. CST Version 1. 02 Hanger Label: Tll-T14 Simpson connector: HUS26 Quantity: 5 Carrying Member Fasteners (Face) : 14 16d Carried Member Fasteners: 4 16d Carrying Member: Solid Beam ID: HEADER Width: 2 ply Depth: 2x12 Species : SP Carried Member: Truss ID: Tll-T14 Width: 1 ply OWH: 0 3 8 Species: SP Uplift Load: 405 Duration: 125% Down Load: 766 Duration: 100% Hanger Label: T16 Simpson connector: HUS26 Quantity: 4 Carrying Member Fasteners (Face) : 14 16d Carried Member Fasteners: 4 16d Carrying Member: Truss Girder ID: T17 Width: 1 ply Depth: 2x6 Species: SP Carried Member: Truss ID: T19 Width: 1 ply OWH: 0 3 8 Species: SP Uplift Load: 33 Duration: 125% Down Load: 187 Duration: 100% Material List Quantity Model No. ------------------------ --- Special Order --- 9 HUS26 NOTE: Design load values for 16d and 10d common nails on single ply carrying member applications have been reduced for the nail penetration amount. Refer to current Simpson Strong-Tie catalog 'Plated Truss Construction Connectors ' for additional information. 16d refers to 16d common wire nails 10d refers to 10d common wire nails 16d sinkers may be substituted for 10d common nails SDS 1/4x3 refers to Simpson Strong-Drive 1/4x3 wood screws 2X12 HEADER p 7-Bear Number:700110331 2 PCs of 1.5" x 11.25" 1.6E SOLID SAWN SOUTHERN PINE #2 v5.55 Senal BEAMUSA 1111 11/9/00 8:17:49 AM Page 1 of 1 Build Code:146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis for Header Member Supporting FLOOR-RES.Application. Tributary Load Width: V Loads(psf):40 Live at 100%duration; 12 Dead;0 Partition;and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Roof(1.25) 210 199.6 0 to 10' Replaces CY.T11-T14 SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH LIVE/DEAD/TOT. PLY DEPTH DETAIL OTHER 1 2x4 Plate 3.50" 3.5" 1050/1042/2092 1 11.2" Blocking 2 2x4 Plate 3.50" 3.5" 1050/1042/2092 1 11.2" Blocking DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION Shear(lb) 2022 1578 2531 Passed(62%) Lt.end Span 1 under Roof loading Moment(ft-Ib) 4887 4887 6427 Passed(76%) MID Span 1 under Roof loading Live Defl.(in) 0.072 0.242 Passed(U999+) MID Span 1 under Roof loading Total Defl.(in) 0.144 0.483 Passed(U804) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: U480,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 8'10"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Solid sawn lumber analysis is in accordance with 1991 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Code SBCC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION OPERATOR INFORMATION: J009100 BUILDERS FIRST SOURCE BESTCON, INC. BUILDERS FIRST SOURCE LOT 22 PARADISE COVE 6550 ROOSEVELT BLVD #1198 JACKSONVILLE, FLA 32244 904 772-6100 Copyright©2000 by Trus Joist,a Weyerhaeuser Business. TJ-ProTM and TJ-Beam'*'are trademarks of Trus Joist. Job cuss runs ype ty y E COVE-_--_' A10212 J009100 11 ROOF TRUSS 2 1 (optional) 4. s ep i r-ek Industries, Inc. Tue Nov 21 1 age -0 2-0-0 0-11-8 0-0-8 Scale = 1:9.2 C 7.00 F12 B '( / D i- - 2x—� 4 =_ A / 0-11-8 - 1�-0 0-11-8 0-0-8 TCLL 20.0 ------------------1.l-5---FB --- ----------------------- --- -- - --------- LOADING I sf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP Plates Increase 1.25 TC 0.53 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.00 Vert(TL) 0.1 1 A-B >234 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a BCDL 10.0 Code SBC/ANSI95 ' (Matrix) 1st LC LL Min I/defi = 360 Weight: 7 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 or- bracing. REACTIONS (Ib/size) C=-105/Mechanical, B=277/0-3-8, D=9/Mechanical Max Horz B=151(load case 4) Max UpiiftC=-105(load case 1), B=-480(load case 4) Max Grav C=272(load case 3), B=277(load case 1), D=90oad case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=55, B-C=-84 BOT CHORD B-D=O NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 Ib uplift at joint C and 480 Ib uplift at joint B. lundru(uU( 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard P� S ATE OF f FLORID4,1 ' \\ ED November 21,2000 RAD Job russ russ ype LOOMiTek y A A10213 J009100 J2 ROOF TRUSS (optional) 4.20-1Al s epIndustries, Inc. ueNov :4 age 2 0 0 3-0-0 r � 2-0-0 3-0-0 Scale = 1:14.5 C 7.001-12- B .001-12-B D 2x4 -- A 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 I Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.21 A-B >128 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a BCDL 10.0 i Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=28/Mechanical, B=271/C-3-8, D=28/Mechanical Max Horz B=2190oad case 4) Max Uplift C=-33(load case 2), B=-322(load case 4) Max Grav C=60(load case 3), B=271(load case 1), D=28(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=56, B-C=-66 BOTCHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 33 Ib uplift at joint C and 322 Ib uplift at joint B. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. Arr,rr, c �.FI q LOAD CASEIS) Standard ? S SATE OF cls��LOA f4 ' November 21,2000 o russ russ ype ty y A10214 A J009100 J3 ROOF TRUSS 2 1 (optional) 4.201 SR1 s ep i e n ustrses, nc. ue Nov 21 1 age -2-0-0 5-0-0 1 2-0-0 5-0-0 Scale = 1:19.7 C 7.00 12 D A 2x4 -- } ---------- 5-0-0 -- 5-0-0 LOADING (psf) SPACING 2-0-0 i CSI DEFL in (loc) I/defl I PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.12 Vert(TL) 0.25 A-B >106 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 20 Ib LUMBER -- -- BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or '10-0-0 oc bracing. REACTIONS (ib/size) C=102/Mechanical, B=325/0-3-8, D=48/Mechanical Max Horz B=288(load case 4) Max UpliftC=-130(load case 2), B=-298(load case 4) FORCES (lb) -First Load Case Only TOP CHORD A-B=56, B-C=39 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 Ib uplift at joint C and 298 Ib uplift at joint B. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard � SIF((� f� f �7 - f � SATE OF �cq R19P ' �uu+ November 21,2000 o russ Truss Typey y A A10215 J009100 J4 ROOF TRUSS 2 1 (optional) 4. 1 s Sep i e Industries, nc. ue ov 1 4: age -2-0-0 7-0-0 2-0-0 7-0-0 Scale = 1:24.9 C 7.00112 a / i I B / - D A 2x4 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 J CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 I TC 0.61 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.23 Vert(TL) 0.22 A-B >122 BCLL 0.0 I Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 26 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=164/Mechanical, B=391/0-3-8, D=68/Mechanical Max Horz B=357(load case 4) Max UplittC=-211(load case 2), B=-299(ioad case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=56, B-C=66 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 211 Ib uplift at joint C and 299 Ib uplift at joint B. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. `�a SCE -A yy LOAD CASE(S) Standard \ �IFI y �r�t S ATE OF %�ClS�FLOR November 21,2000 �-J6 6 Truss Truss Type LiCrek y LOT 22 PARADISE COVE— � A10216 IJ0091011 J5 ROOF TRUSS 1 L (optional) 4. 1 �s ep Indlustries, Inc. Tue Nov 21 1:4 age -2-0-0 7-9-0 2-0-0 7-9-0 Scale = 1:33.0 1.5x4 li C 7.00[12 6 -- - - --—------- —-- --- Ll o -----— ----- --- A< 2x4 1.5x4 I I 7-9-0 ---i 7-9-0 LOADING (psf) i SPACING —2-0-- 0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 I TC 0.69 I Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 I BC 0.28 Vert(TL) 0.28 A-B >95 BCLL 0.0 ` Rep Stress lncr YES WB 0.07 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/ANSI95 I (Matrix) 1 st LC LL Min I/deft = 360 Weight: 35 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=414/0-3-8, D=258/0-3-8 Max Horz B=380(load case 3) Max UpliftB=-302(load case 3), D=-187(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=56, B-C=74 BOT CHORD B-D=0 WEBS C-D=-184 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 302 Ib uplift at joint B and 187 Ib uplift at joint D. Uu�:r9411u� i 3) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard �\ TIF �� S ATE OF �rpC FLORI�P %�G��o°�\, nenuiu November 21,2000 rii russ russ ype ty y A10217 09100 66 ROOF TRUSS 1 1 (optional) 4. R1 s ep i e ndustries, Inc. lue ov 1 11: :1 age 1 -2-9-15 4-0-4 7-4-8 10-10-12 10-11-8 2-9-15 4-0-4 3-4-4 3-6-4 0-0-12 Scale = 1:38.0 1.5x4 11 D 4.95[-12 3x4 B I \ 0 A i 3x4 F E 1.5x4 II 3x4 5-8-6 10-10-12 Iq 1-8 5-8-6 5-2-6 0-0-12 LOADING (psf) I SPACING 2-0-0 � CSI DEFL in (loc) I/dell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.02 F >999 M1120 249/190 0.22 A-B >168 TCDL 7.0 I Lumber Increase 1,25 BC 0.43 Vert(TL) BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(TL) -0.01 E n/a BCDL 10.0 1 Code SBC/ANSI95 1 st LC LL Min I/deft = 360 Weight: 56 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib,'size) E=694/0-3-8, B=521/0-4-15 Max Horz B=671(load case 3) Max UpliftE=-593(load case 3), B=-379(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-B=29, B-C=-621, C-D=1 1, D-E_-305 BOT CHORD B-F=581, E-F=581 WEBS C-F=142, C-E=-644 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 593 Ib uplift at joint E and 379 Ib uplift at joint B. �uu�ennnnn 3) This truss has been designed with ANSI/TPI 1-1995 criteria. oNA ltp�a LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads Vert: A-6-B==-54.0 Trapezoidal Loads (plf) S ATE OF Vert: B=-2.7-to-D=-143.2, B=-0.0-to-E=-53.0 �';�G'j �LORt��' ,' ED November 21,2000 LOT 22 PA 7:OaTruss russ ype tyy A1021801 DROP TC GABLE 1 1 (optional) . 1 s ep i e n ustries, Inc. 7..- ov, 1 1:44:1 age -2-0-0 10-0-0 20-0-0 22-0-Q__l 2-0-0 10-0-0 10-0-0 2-0-0 Scale = 1:44.7 3x4 J I K 7.00(12 H L G M F = N E / \ 0 3x4 D P 3x4 R LO % I \ C I I 0 DA S o 4x8 1i AE AD AC AB AA Z Y X W V U T 4x8 II v 3x4 3x4 20-0-0 -- ---- --- 20-0-0 -. Plate �fsets (X_Y)_IB:0-0-12,Edge1,[8�-1-9,Edge1, - - -- - ------------ - - - - LOADING (psi) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 I TC 0.49 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.12 Vert(TL) 0.08 A-B >310 BCLL 0.0 I Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 R n/a BCDL 10.0 Code SBC/ANS195 j (Matrix) I 1 st LC LL Min I/dell = 360 Weight: 127 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) B=253120-0-0, R=253/20-0-0, Z=93!20-0-0, AA=100/20-0-0, AB=98/20-0-0, AC=100/20-0-0, AD=95/20-0-0, AE=114120-0-0, Y=93/20-0-0, X=100/20-0-0, W=98/20-0-0, V=100/20-0-0, U=95/20-0-0, T=114/20-0-0 Max Horz B=-201(load case 2) Max UpliftB=-332(load case 4), R=-332(load case 4), AA=-99(load case 4), AB=-81(load case 3), AC=-67(load case 4), AD=-137(load case 3), X=-99(load case 4), W=-81(load case 4), V=-67(load case 4), U=-132(load case 2) Max Grav B=253(load case 1), R=2530oad case 1), Z=1220oad case 2), AA=101(load case 5), AB=980oad case 1), AC=100(load case 1), AD=95(load case 5), AE=1 14(load case 1), Y=93(load case 1), X=101(load case 6), W=98fload case 1), V=100(load case 1) , U=950oad case 6), T=1 14f load case 1) FORCES (Ib) First Load Case Only TOP CHORD A-B=55, B-C=-44, C-D=12, D-E_-28, E-F=-28, F-G=-28, G-H=-28, H-I=-28, I-J=-25, J-K=-25, K-L=-28, L-M=-28, M-N=-28, N-0=-28, 0-P=-28, P-Q=12, Q-R=-44, R-S=55 BOT CHORD B-AE=8, AD-AE=8, AC-AD=8, AB-AC=8, AA-AB=8, Z-AA=8, Y-Z=8, X-Y=8, W-X=8, ����aM"''°"`'�''��nyf V-W=8, U-V=8, T-U=8, R-T=8 \\�.�``�� 6cf, WEBS I-Z=-66, H-AA=-73, G-AB=-72, F-AC=-72, E-AD=-70, D-AE=-79, K-Y=-66, L-X=-73, �tv) 9r'g M-W=-72, N-V=-72, O-U=-70, P-T=-79 �rfifi s- NOTES = '_ *.# 1) This truss has been checked for unbalanced loading conditions. 11yr r- ► -; 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 it above ground level, = � �- using 5.0 psi top chord dead load and 5.0 psi bottom chord dead load, 10 mi from hurricane oceanline, on r S P. 1~ �F an occupancy category I, condition I enclosed building, of dimensions 45 it by 24 it with exposure C ASCE -OR 7-93 7-93 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 �� ��"° 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face) oo ,see MiTek "Standard Gable End Detail" November 21,2000 4) All plates are 1.5x4 M1120 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. Continued on page 2 o russ Truss Type ty y I I I I I A 10218 J009100 T01-:1 DROP TC GABLE 1 1 (o tional) 1 1 s ep MiTek ndustries, nc. ue ov 11: age NOTES 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 332 ib uplift at joint B, 332 Ib uplift at joint R, 99 Ib uplift at joint AA, 81 Ib uplift at joint AB, 67 Ib uplift at joint AC, 137 Ib uplift at joint AD, 99 Ib uplift at joint X, 81 ib uplift at joint W, 67 Ib uplift at joint V and 132 lb uplift at joint U. 8).This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Job russ russ ype ty y0 22 PARADISE COVE J009100 T02 ROOF TRUSS 9 1 A10219 (o tional) 1 s ep i rei -Fndustrles, Inc. lue Nov 1 :1 2000 Page 1 -2-0-0 5-2-13 10 0 0 14-9 3 20-0-0 22-0-0 2-0-0 5-2-13 4-9-3 4-9-3 5-2-13 2-0-0 Scale = 1:46.2 4x5 II i D. I 7.00[12 1.5x4 II 1.5x4 II C E l -- /-- — _— --- -- ,n B jj V F oA -- — — Go 3x4 = I H 3x4 3x4 — 3x4 0 3-8 10-0-0 20-0-0 0-3-8 9-8-8 10-0-0 late (sets (X,Y>: [6:0-2-4,0-0-14), [F:0-2-4f D• -14]— � -- LOADING (psf) SPACING 2-0-0 CSI 1 DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 I Plates Increase 1.25 , TC 0.65 Vert(LL) -0.09 H-I >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.24 H-1 >976 BCLL 0.0 ! Rep Stress Incr NO WB 0.46 Horz(TL.) 0.02 F n/a BCDL 10.0 ( Code SBC/ANS195 1st LC LL Min I/dell = 360 Weight: 118 Ib LUMBER BRACING ---------------------- TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 4-9-4 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=999/0-3-8, F=999/0-3-8 Max Horz B=-212(load case 2) Max UpliftB=-662(load case 4), F=-662(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=29, B-C=-1 372, C-D=-1366, D-E=-1 366, E-F=-1372, F-G=29 BOT CHORD 8-1=1180, H-1=703, F-H=1180 WEBS C-1=-255, E-H=-255, D-1=731, D-H=731 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category I, condition 1 enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 662 Ib uplift at `c``�t�«`�CE A-.. joint B and 662 Ib uplift at joint F. �`� ��SIFI -,b 4) This truss has been designed with ANSI/TPI 1-1995 criteria. �y 04 LOAD CASE(S) Standard * t yt 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 = f Uniform Loads (plfy P S ATE OF f c� Vert: A-D=-54.0, D-G=-54.0, B-1=-20.0, H-1=-50.0, F-H=-20.0 /ca0,rs &0 IVe w, November 21,2000 o Truss russ ype =Mj A10220 J009100 T03 ROOF TRUSS (optional) 4.201 s epstries, Inc. rue f4or,ii 1 11:4PF ;!:';; 0 age' 6-1-11 23-1-4 35-0-0 3¢-0;0 6-1-11 16-11-9 11-10-12 1-0-0 Scale = 1:77.3 4x6 = F 7.00 F12--2 3x4 -i 3x5 E G i 3x5 D H 3x4 i I J 3x4 K 1B - --- -- -- L 4 �ti A R M�o o 5x8 = 4x8 ;�� 4x8 II W V U T S Q P O N 3x4 _- 3x4 5x12 % 12 4.00 5x5 = 3x4 _= 17-4-0 28-8-8 35 0-0 17-4-0 11-4-8 6-3-8 ------ Plate Offsets (X,Y): [B:0 0 12,Edge1, [B:0_1=9,E ), (L.0=0 12,Edge1, IL:0 1 9,Edge1, [R.0-3-8,0-2--81 LOADING (psf) SPACING 0 0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 P!ates Increase 1.25 TC 0.49 Vert(LL) -0.03 B-W >999 M1120 249/190 I TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(TQ -0.15 B-W >728 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(TL) 0.01 L n/a BCDL - 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 301 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, WEBS 2 X 4 SYP No.3 Except: OTHERS 2 X 4 SYP No.3 10-0-0 oc bracing: R-S. WEBS REACTIONS (Ib/size) B=292/17-4-0, L=230/6-3-0, S=803/17-4-0, Q=558/6-3-0, W=812/17-4-0, T=41/17-4-0, U=64/17-4-0, V=-98/17-4-0, P=-64/6-3-0, 0=40/6-3-0, N=135/6-3-0 Max Horz B=-333(load case 2) Max UpliftB=-361(load case 4), L=-371(load case 4), S=-468(load case 4►, Q=-164(load case 4), W=-336(load case 3), V=-99(load case 5), P=-65(load case 6), 0=-31(load case \\�o�QCB�IA//,�r�"��,, 2), N=-17(load case 4) Max Grav B=298(load case 5), L=230(load case 1), S=803(load case 1), Q=578(load case 6), �ZFI� f , W=857(load case 5), T=43(load case 5), U=64(load case 1), 0=45(Ioad case 6), a N=135(load case 1) N j FORCES (lb) -First Load Case Only TOP CHORD A-B=55, B-C=65, C-D=183, D-E=400, E-F=226, F-G=218, G-H=-200, H-1=1 1 1, I-J=55, ; J-K=73, K-L=19, L-M=55 �� S ATE OF ��\ BOT CHORD B-W=-80, V-W=-115, U-V=-115, T-U=-115, S-T=-115, R-S=133, Q-R=-83, P-Q=-43, %,G'j FLORI�i ' O-P=-44, N-0=-44, L-N=-44 ', f 7IDyG�\o° WEBS D-W=-301, E-W=-410, E-S=-21, F-S=-449, G-S=-356, G R=89, H R=174, H Q= 398, '' , �n�rr� I-0=-4, J-N=-101 November 21,2000 NOTES 1) This truss has been checked for unbalanced loading conditions. Continued on page 2 7J00091=00 =T03 Truss Type ty y A10220 ROOF TRUSS 1 1 (optional) 1 s ep i e n ustries, nc. ue ov 11: age NOTES 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 1.5x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 361 Ib uplift at joint B, 371 Ib uplift at joint L, 468 Ib uplift at joint S, 164 Ib uplift at joint Q, 336 Ib uplift at joint W, 99 Ib uplift at joint V, 65 Ib uplift at joint P, 31 Ib uplift at joint 0 and 17 Ib uplift at joint N. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard (Job russ cuss Type ty yOT 22 PARADISE COVE � J009100 T04 ROOF TRUSS 5 1 A10221 _— (optional) 4.201 SR1 s ep i re-k-f6clustries, Inc. Tue Nov 21 11:44:16 2000 Page 1 6-1-11 11-9-14 17-6-0 23-1-4 28-10-4 35-0-0 3�-0;0 6-1-11 5-8-2 5-8-2 5-7-4 5-9-0 6-1-12 1-0-0 Scale = 1:76.3 4x4 - E 3x4 % \ 3x5 3x4 D F 3x4 7.002 r-1— 1.5x4 C G 3x5 B H in A \ \ I J L ¢�l� O 3x4 - N M 5x8 K 3x4 06 3x4 = 5x12 4.00 5x5 -_ �1 2 8-11-1 17-4-8 23-0-8 28-8-8 35-0 0 8-11-1 8-5-7 5-8-0 5-8-0 6-3-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 4 Plates Increase 1.25 TC 0.54 Vert(LL) 0.08 N >999 M1120 249/190 TCDL 7.0 ( Lumber Increase 1.25 BC 0.61 Vert(TL) -0.25 M-N >999 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.04 K n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min 1/defl = 360 Weight: 194 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 4-6-9 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-M, F-M with 2 X 4 No.2ND SYP with 2- 1 Od Gun(.131"x3") nails and cross brace spacing of 20-0-0 oc. REACTIONS (Ib/size) A=990/0-3-8, K=1664/0-3-8, 1=-19/0-3-8 Max Harz A=-366(load case 2) Max UpliftA=-533(load case 4), K=-821(load case 4), 1=-201(load case 2) Max Grav A=9900oad case 1), K=1664(load case 1), 1=83(load case 6) FORCES (lb) - First Load Case Only TOP CHORD A-B=-1434, B-C=-1237, C-D=-1237, D-E=-688, E-F=-682, F-G=-739, G-H=-739, H-1=597, I-J=14 BOT CHORD A-N=1227, M-N=915, L-M=670, K-L=-596, 1-K=-51 1 WEBS B-N=-252, D-N=399, D-M=-513, E-M=386, F-M=-73, F-L=-222, H-L=1256, H-K=-1358 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, ��m»�11V411'kuu�, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on ��a CE"A, Nell, an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 533 Ib uplift at _ ► r — joint A, 821 Ib uplift at joint K and 201 Ib uplift at joint I. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. S ATE OF t1 EOR LOAD CAS S) Standard c AL annuwu� November 21,2000 Job russ russ 7ype Qty y OT 22 PARADISE A10222 J009100 T05 ROOF TRUSS 1 1 (optional) 4.20T SR1 s Sep 5 2000 mi, e ndustries, nc. ue Nov 21 age 1 4-7-11 8-9-12 15-8-0 4-7-11 4-2-1 6-10-4 Scale = 1:59.3 2x4 II D r 7.00 F-12- 3x5 C 1.5x4 B/ A 0 3x4 - F E 7x6 3x6 = 8-9-12 _ 15-8-0 8-9-12 6-10-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) -0.14 E-F >564 M1120 249/190 TCDL 7.0 I Lumber Increase 1.25 BC 0.68 Vert(TL) -0.15 A-F >714 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.00 F n/a BCDL 10.0 1—Code SBC/ANS195 \_ 1st LC LL Min I/deft = 360 Weight: 98 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 4-8-3 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt D-E D-E 2 X 6 SYP No.2 with 2 X 4 No.2ND SYP with 2 - 10d Gun(.131"x3") nails and cross brace spacing of 20-0-0 oc. REACTIONS (Ib/size) A=133/0-3-8, F=998/0-3-8 Max Horz A=895(load case 3) Max UpliftA=-56(load case 2), F=-1478(load case 3) Max Grav A=530(load case 3), F=998(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD A-B=136, B-C=363, C-D=0, D-E=-1 79 BOT CHORD A-F=-116, E-F=-313 WEBS B-F=-232, C-F=-723, C-E=398 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 Ib uplift atr,E A A'6''•,, joint A and 1478 Ib uplift at joint F. ZFI� �9f 3) This truss has been designed with ANSI/TPI 1-1995 criteria. t # 7 it LOAD CASE(S) Standard = - \� S ATE OF , s �LOR19�1 /'0111(1111tto November 21,2000 Job russ russ Type Oty y LU 1 22 PARADISE COVE J009100 T06 ROOF TRUSS 1 1 A10223 (optional) 4.201 1 s ep 5 2 oo mitek Industries, Inc. Tue Nov 21 11:44:18 2000 Page , 4-7-11 8-9-12 15 8 0 r 4-7-11 4-2-1 6-10-4 Scale = 1:59.3 2x4 II D l 7.00 F1-2 3x5 C 1.5x4 B �\ 0 0 3x4 = F E 7x6 = 3x6 = 8-9-12 9-0-5 15-8-0 8-9-12 0-2-9 6-7-11 LOADING (psf) j SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 T TC 0.72Vert(LL) -0.12 E-F >622 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.16 A-F >661 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.00 F n/a BCDL 10.0 I Code SBC/ANSI95 1 st LC LL Min 1/deft = 360 Weight: 98 Ib LUMBER---- =---- -- ---- — — BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 4-10-5 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 "Except" WEBS 1 Row at midpt D-E D-E 2 X 6 SYP No.2 with 2 X 4 No.2ND SYP with 2 - 10d Guni.131"x3") nails and cross brace spacing of 20-0-0 oc. REACTIONS (Ib/size) A=157/0-3-8, F=974/0-3-8 Max Horz A=8950oad case 3) Max UpliftA=-66(load case 2), F=-1431(load case 3) Max Grav A=495(load case 3), F=974(load case 1) FORCES (ib) - First Load Case Only TOP CHORD A-B=93, B-C=332, C-D=0, D-E_-173 BOT CHORD A-F=-80, E-F=-286 WEBS C-F=-700, C-E=372, B-F=-240 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category 1, condition 1 enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they \\�,.� l-tS A, are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 ^� �TFI 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 66 lb uplift at G C91fi � joint A and 1431 Ib uplift at joint F. 3) This truss has been designed with ANSI/TPI 1-1995 criteria. _ �r LOAD CASE(S) ATEOF Standard �LORt�i \o` November 21,2000 ob russ russ Type Qty y T 22 PA A10224 J009100 T07 ROOF TRUSS 4 1 (optional) 4.201 SR1 sSe—p--B-7)00 MiTek n ustries, Inc. ue Nov 21 .44:1 age 7-11-1 15-8-0 7-11-1 7-8-15 Scale = 1:58.8 3 x 5 C 7.00(1.2 3x5 B LO 3x4 _ F E D 1.5x4 II 6x6 2x4 it 6-3-11 12-1-12 15-8-0 6-3-11 5-10-1 3-6-4 ?late seaff is (X,Y) fA:O 0 0,0 ], -0,0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) 0.02 D >999�M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.10 A-F >999 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) -0.01 E n/a BCDL 10.0 I Code SBC/ANS195 I 1 st LC LL Min I/defl = 360 Weight: 100 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed, except end verticals. SGT CHORD 2 X 4 SYP No.2ND 80T CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS I Row at midpt C-E C-D 2 X 6 SYP No.2 with 2 X 4 No.2ND SYP with 2 - '10d Gun(.131"x3") nails and cross brace spacing of 20-0-0 oc. REACTIONS (Ib/size) A=411/0-3-8, E=721/0-3-8 Max Horz A=895(load case 3) Max UpliftA=-152(load case 2), E=-916(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=-239, B-C=126, C-D=33 BOT CHORD A-F=205, E-F=205, D-E=0 WEBS C-E=-319, B-F=120, B-E=-467 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 ����"� C'6 q, 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 Ib uplift at �0 C A joint A and 916 Ib uplift at joint E. SIFTG9 3) This truss has been designed with ANSI/TPI 1-1995 criteria. _ LOAD CASE(S) Standard S ATE OF ! ORI ED November 21,2000 Job russ russ ype ty y A1U225 J009100 T08 ROOF TRUSS 1 1 (o tionaq s eQ5 2000 MiTekindustries, Inc. Tue Nov age F 5-8-15 11-0-4 15-8-0 5-8-15 5-3-6 4-7-12 Scale = 1:59.3 2x4 11 D 3x5 7.00 F12 C 1.5x4 B/ Lo o -®--- 3x4 = F E 6x6 = 3x6 = 1 1-0-4 15-8 0 11-0-4 4-7-12 LOADING (psf) � -� -- - SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 0.72 Vert(LL) 0.03 E >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 1.00 Vert(TL) -0.37 A-F >350 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) -0.01 Fn/a BCDL 10.0 f Code SBC/ANSI95 1 1 st LC LL Min I/deft = 360 Weight: 101 Ib --- ---- -- --------------�---- ---------- --- — --------------- -------- LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-4-11 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt D-E D-E 2 X 6 SYP No.2 with 2 X 4 No.2ND SYP with 2 - 1 Od Gun(.131"x3") nails and cross brace spacing of 20-0-0 oc. REACTIONS (Ib/size) A=336/0-3-8, F=795/0-4-15 Max Horz A=895(load case 3) Max UpliftA=-1 32(load case 2), F=-1073(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=-154, B-C=129, C-D=O, D-E=-119 BOT CHORD A-F=132, E-F=-1 1 1 WEBS B-F=-285, C-F=-494, C-E=198 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C AS(:f 7-93 per SBC/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist,they - are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 ti�h�u,�ev�ur„r,rrrr 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 132 lb upift at joint A and 1073 Ib uplift at joint F. 3) This truss has been designed with ANSIITPI 1-1995 criteria. LOAD CASE(S) Standard = �� SS ATE OF ��\\ �' rs ORI November 21,2000 o runs Truss Type Qty y OT 22 PARADISE COVE J009100 T09 ROOF TRUSS1 1 A10226 (optional) 4.201 3 s ep j00 rA I eK Industries, Inc. Tue Nov 21 1: 1 age -0-,3-8 5-9-0 11-6-0 15-8-12 19-11-8 21-0-0 0-3-8 5-9-0 5-9-0 4-2-12 4-2-12 1-0-8 Scale = 1:69.3 2x4 II 3x4 = 5x5 = A B C 7.00[12 1.5x4 II i D 3x5 E M / 5x5 G 1 0 3x8 l 3 x 5 4.00 12 F 1.5x4 II 0 3 8 10-4-4 11-6-0 19-11-8 21-0-0 0-3-8 10-4-4 1-1-12 8-5-8 1-0-8 Plete offsets IX,Y1: [C:0-2-8,0-2-1] ------- LOADING (psf) SPACING 2-0 0 j CSI dEFL in poc) I/deft PLATES GRIP TCLL 20.01 Plates increase 1.25 TC 0.90 Vert(LL) 0.04 H >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.71 H-1 >348 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) -0.04 F n/a BCDL 10.0 Code SBC/ANSI95 I 1 st LC LL Min 1/def] = 360 Weight: 163 Ib LUMBER BRACING ------- ---- -- -------- -- TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT C14ORD Rigid ceiling directly applied or 7-1-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt A-I, B-1, C-G A-1 2 X 6 SYP No.2 with 2 X 6 No.2 SYP with 3 - 10d Gun(.131"x3") nails and cross brace spacing of 20-0-0 oc. REACTIONS (Ib/size) 1=763/Mechanical, F=763/0-3-8 Max Horz I=671(load case 3) Max Up]iftl=-391(load case 2), F=-466(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-1=-149, A-B=O, B-C=-581, C-D=-584, D-E=-584, E-F=-712 BOT CHORD H-I=367, G-H=591, F-G=-0 WEBS B-I=-716, B-H=398, D-G=-253, E-G=577, C-H=134, C-G=-123 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33E A 2) Provide adequate drainage to prevent water ponding. QAC 3) Refer to girder(s) for truss to truss connections. 4��t ftFJ 9r 4) Bearing at joint(s) F considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. _ �7 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 Ib uplift at ioint I and 466 Ib uplift at joint F. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. SAT'0 FLOR L1J LOAD CASE(S) Standard ''ii, ED of"nnnuMtstta�ttott November 21,2000 Job russ J0091 00 T10 ROOF TRUSS A10227 Scale 1:67.6 2x4 U 3x4 = 4x7 = A e C 7.00 Ll 2_ U Ln CN E 3x4 6 ) F 3x5 `� 4�OO[TJ 3x4 '�: 0-3'8 /0�-4 2'1'12 8-6o LOADING (psf) 1 SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 200 1, Plates Increase 1.25 TC 0.76 Vert(LL) 0.04 H >999 M1120 249/190 TCDL 7.0 1 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.68 H-I >361 BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 159 lb uuMasR onAc|mo TOP CHORD 2x4SypNo.2wD TOP CHORD Sheathed o, 5'O~0oopurlins, except endvortiru|o. BOT CHORD 2x4SYPNo.2mD BOT CHORD Rigid ceiling directly applied v,0'9'8vobracing. WEBS 2 X4 SYPNo.3 *Except* vvs8S 1 Row ,t mmp 4'1, B-| A'! 2 x 0 SYPNo.2 with 2 X 0 No.2 SYP with 3' 10u Gun(.l31^x3^) nails and cross brace spacing o, 20f0-0oo. REACTIONS 0b/size) |~7030weohuniva/' F=7O3/0-3'8 xxaxno,z /~050<|vudcase 3> Max UpoN='3a3(|nadcase z). p='484(lvadcase 4) pmnCsm (|u) First Load Case Only TOP CHORD A-1~'1e3' A'a~o' a'C~'623' C'o='664' o's=0' sf='112 BoTcn0no *-/=434'o'*=0o2' F~o~443 vvsnS a-|='758' o'n=a7z. c'n=1o2' o-G~'8o' o'G~21l. o'F~'az2 NOTES l}This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above nmvnu level, using 5.0pxftop chord dead load and 3.0po,bottom chord dead load, 10 mi from hurricane 000anxnv' on an occupancy m {' condition |ono|ovod bvxdinu, ofdimensions 45 ft by 24ftwith exposure CASCE 7-83per SoCA\NG)35 If end verticals v,cantilevers oxist, they an, exposed to wind. nporches exist, they " are not exposed tmdThe lumber DOL increase iu133' and the plate grip increase ixl.33 NO o> Provide adequate u / to preventwaterponding. 3) no�ru,oi,uo,(«) for truss totmom connections. ' IFI 4> Bearing aujoint(o) Fovnnivam parallel to grain value uoinoANSI/TP( 1'1885 angle tograin formula. Building designer should verify capacity o, bearing surface. 5> pmv/uo mechanical connection (uv mxom) vftruss to bo"nnn plate capable o, ,vit»,wanumn 393 m vpn* at joint | and 464|buplift a«joint F s> This truss has been designed =uxxNS)/Tm 1-1995 criteria. ATEOF LoAmo4ms(a) nuoouan/ ED November 21,2000 Job russ TrussType ty y LOT 22 PARADISE COVE . A10228 J009100 T11 ROOF TRUSS 1 1 (optional) 4.201 SR1 s Sep 5 2000 Mi–ekIndustries, Inc. Tue Nov 21 11:44:23age 7-4-12 14-6-0 21-0-0 7-4-12 7-1-4 6-6-0 Scale = 1:53.3 1.5x4 II 3x4 = 4x7 = A B C 7.00 L12 I 3x5 i � I I 00 I / G � 5x5 3x4 o H 4.00 — E 3x4 1.5x4 !I 10-4-4 14-6-0 21-0-0 10-4-4 4-1-12 6-6-0 Plate�ffsets Ix,Y►: (C�-5-4,0-2�1 — ----_--- -- -- — LOADING (psf) SPACING 2 0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 0.87 Vert(LL) 0.05 G >999 M1120 249/190 TCDL 7.0 j Lumber Increase 1.25 BC 0.65 Vert(TL) -0.71 G-H >349 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) -0.06 E n/a BCDL 10.0 i Code SBC/ANSI95 1 st LC LL Min I/deft = 360 Weight: 135 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 5-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND SOT CHORD Rigid ceiling directly applied or 5-1 1-15 oc bracing. WEBS 2 X 4 SYP No.3 `Except' WEBS 1 Row at midpt A-H, B-H A-H 2 X 4 SYP No.2D with 2 X 4 No.2D SYP with 2 - 1 Od Gun(.131"x3") nails and cross brace spacing of 20-0-0 oc. REACTIONS (Ib/size) H=766/Mechanical, E=766/0-3-8 Max Horz H=609(load case 3) Max UpliftH=-397(load case 2), E=-463(load case 4) FORCES (lb) - First Load Case Only TOPCHORD A-H=-196, A-B=O, B-C=-762, C-D=-645, D-E=-701 BOT CHORD G-H=621, F-G=580, E-F=0 WEBS B-H=-889, B-G=328, C-G=323, C-F=-282, D-F=593 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they �e�ar+n�nu++.rouvgr are not exposed to wind. The lumber DCL increase is 1.33, and the plate grip increase is 1.33 \i\\�i�`` 4 !�i,,�� 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. i�x ZCgy�1� 4) Bearing at joint(s) E considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building t , designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 397 Ib uplift at * �� joint H and 463 Ib uplift at joint E. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. Is S ATE OF ORi9 LOAD CASE(S) Standard /��rrrrrnrmIDuuu�r November 21,2000 Job russ -Truss Type ty ly 22 PARADISE COVE J009100 T12 ROOF TRUSS 1 1 A10229 (optional) 4.201 SR1 s Sep 5 2000 MiTe-kIndustries, Inc. ue Nov age 5 8-5 11-1-3 16-6-0 21-0-0 5-8-5 5-4-13 5-4-13 4-6-0 Scale: 1/4"=1' 1.5x4 II 3x4 = 1.5x4 II 4x7 = 7.00 Ll2 A B C D 3x5 5X8 C0 G , o' 3x4 I 4.00 F 12 F 3x4 1.5x4 II 10-4-4 16-6-0 21-0-0 10-4-4 6-1-12 4-6-0 Plate-fflffsets — TCLLLOADING Ips. SPACING 2-0-0 CSI DEFL in floc) I/defl I PLATES GRIP TCLL 20.0 � Plates Increase 1-2. 5 TC 0.76 VertILU 0.08 H >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0:64 Vert(TL) -0.72 H-1 >344 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) -0.07 F n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min 1/defl = 360 Weight: 134 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 5-1-3 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-10-7 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt A-1, B-1 A-12 X 4 SYP No.2ND with 2 X 4 No.2ND SYP with 2 - 10d Gun(.131"x3") nails and cross brace spacing of 20-0-0 oc. REACTIONS (lb/size) I=766/Mechanical, F=766/0-3-8 Max Horz I=567(load case 3) Max Upliftl=-400(load case 2), F=-460(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-1=-150, A-B=O, B-C=-1099, C-D=-1099, D-E=-554, E-F=-721 BOT CHORD H-1=583, G-H=494, F-G=-0 WEBS B-I=-891, B-H=691, D-H=731, D-G=-375, E-G=577, C-H=-290 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 A- 2) Provide adequate drainage to prevent water ponding. Q;S 3) Refer to girder(s) for truss to truss connections. • 1IF4�4 ' 4) Bearing at joint(s) F considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. – # _ 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 400 Ib uplift at - joint I and 460 Ib uplift at joint F. a 6) This truss has been designed with ANSI/TPI 1-1995 criteria. �o SATE OF LOAD CASE(S) Standard %ii ED �``� 'iiionnmui I�iifl�ltt� November 21,2000 Job russ TrussType t Ply LOT 22 PARADISE COVE A10230 J009100 T13 ROOF TRUSS 1 1 (o tional) 4.201 SR1 s Sep i e Industries, Inc. ueNov 1 age 3-11-12 10-0-0 19-7-12 15-7-1 21-3-8 3-11-12 6-0-4 0-7-12 4-11-5 5-8-7 Scale = 1:44.3 7.00 11 4x5 !! 3x6 = 1.5x4 !I 4x4 -D A B C I - - - — 1.5x4 ; -- E G lc� _ 5x7 N F n1 I H \\� ,n c? 2x4 _ 4.00(-12 Ii i �- 5x8 0 3x5 —4-1-8 + 10-7-12 ---+ -- 21-3-8- --- --- -i 4-1-8 - --- 6-6-4 10-7-12 Plate offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) 0.35 F-G >730 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.87 Vert(TL) -0.62 F-G >405 BCLL 0.0 Rep Stress IncrYES WB 0.51 Horz(TL) 0.19 F n/a BCDL _10.0 l Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 108 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-2-12 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-7-5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2x4 T-Brace C-H Fasten T and I braces to narrow edge of web with 1 Od common wire nails 8in o.c., with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (Ib/size) 1=777/Mechanical, F=777/0-3-8 Max Horz 1=142(load case 3) Max Upliftl=-405(load case 4), F=-416(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-1=-736, A-B=-571, B-C=-572, C-D=-1689, D-E=-1874, E-F=-2283 BOT CHORD 11-1=8, G-H=1688, F-G=2034 WEBS A-H=882, B-H=-348, D-G=1460, E-G=-334, C-H=-1267 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on �aeu�miunrrip an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE X �A §"' CE A. 7-93 per SBC/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33T>FI 3) Provide adequate drainage to prevent water ponding. 4) Refer to girder(s) for truss to truss connections. _ ? 5) Bearing at joint(s) F considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building = r designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 405 Ib uplift at f ATE OF joint I and 416 Ib uplift at joint F. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 'o,G'l�, LOR I'D ED E LOAD CASE(S) Standard November 21,2000 Job russTS'O uss ype ty y A10231 J009100 T14 OF TRUSS 1 1 (optional) 4.201 s ep 5 2000 Mi--ekIndustries, Inc. Tue Nov age I 5-4-15 10-4-4 15-3-9 21-0-0 5-4-15 4-11-5 4-11-5 5-8-7 Scale = 1:43.1 4x4 - C 7.00 1 2 � 1.5x4 - 1 B _�- __ - ------- _ D F 5x8 A \ E co LO 3x4 4.00 12 O 3x4 ! ---- 10-4-4 — 21-0-0 10-4-4 10-7-12 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.22 F >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.92 Vert(TL) -0.75 E-F >331 BCLL 0.0 I Rep Stress Incr YES WB 0.44 Horz(TL) 0.27 E n/a BCDL 10.0 Code SBC/ANS1951st LC LL Min I/defl = 360 Weight: 89 Ib LUMBER BRACING — - -- — ----- —_ TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-7-10 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=766/0-3-8, E=766/0-3-8 Max Horz A=-192(load case 2) Max UpliftA=-405(load case 4), E=-405(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=-2100, B-C=-1643, C-D=-1643, D-E=-2163 BOT CHORD A-F=1871, E-F=1941 WEBS B-F=-356, C-F=1371, D-F=-423 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) E considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. �a°�`I"51100'�rrrrrrrN 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 405 Ib uplift at A. joint A and 405 Ib uplift at joint E. Vtg,*� ! 5) This truss has been designed with ANSI/TPI 1-1995 criteria.` a 1 LOAD CASE(S) Standard ' k 15 S ATE OF I CtS, ORI ED November 21,2000 Job russrussType ty y LOT 22 PARADISE COVE J009100 T15 ROOF TRUSS 2 1 (optional) A10232 4.201 1 s Sep 5 2000 mitekIndustries, Inc. Tue Nov 21 11:44:28age , 5-8-7 10-7-12 15-7-1 21-3-8 5-8-7 4-11-5 4-11-5 5-8-7 Scale = 1:42.6 4x4 = C 7.00 12 1.5x4 = / 1.5x4 \ D F = v 5x8 I LO // E In 0 3x4 4.00(12 3x4 ; 10-7-12 21-3-8 10-7-12 10-7-12 Plate-Offsets (X,Y) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl i PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.24 F >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.93 Vert(TL) -0.76 E-F >331 BCLL 0.0 Rep Stress Incr YES I WB 0.45 Horz(TL) 0.28 E n/a BCDL 10.0 I Code SBC/ANS195 I 1 st LC LL Min Weft = 360 Weight: 90 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-7-1 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=777/0-3-8, E=777/0-3-8 Max Horz A=-189(load case 2) Max UpliftA=-411(load case 4), E=-41 1(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=-2206, B-C=-1689, C-D=-1689, D-E=-2206 BOT CHORD A-F=1980, E-F=1980 WEBS B-F=-420, C-F=1417, D-F=-420 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 \`�tlll��l'11101IrHN��, 3) Bearing at joint(s) A, E considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. CE .4. Building designer should verify capacity of bearing surface. % 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 411 Ib uplift at GStF3� 4r� joint A and 411 Ib uplift at joint E. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASES) Standard �� S ATE OF \ GIs &0 November 21,2000 Job runs russ Type ty ly LOT 22 PARADISE COVE A10233 J009100 T16 DROP TC GABLE 1 1 (optional) 4.201 s ep 5 2000 MiTekIndustries, Inc. Tue Nov 21 11:44:29-= age 6-4-8 10-7-12 14-11-0 21-3-8 6-4-8 4-3-4 4-3-4 6-4-8 Scale = 1:41.6 4x4 = D i i 7.00 —12- 3x4 C E 3x4 3x4 B �\ ® F 3x4 5xx 8 = in A G LO LO + 3x53x5 ;i 4.00 12 O 4x16 4x16 -- -- --- -- —- - 21-3-8 21-3-8 Plate Off (X,Y)_.[AT7 $-0 2 O1, [A:1 2�61-121,TG--T-7.-8,0-2-01, LOADING (psf) SPACING 2-0-CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 I Plates Increase 1.25 TC 0.59 Vert(LL) 0.31 H >813 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.85 Vert(TL) -0.69 G-H >363 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.34 G n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/defl = 360 Weight: 110 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-4-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=777/0-3-8, G=777/0-3-8 Max Horz A=-179(load case 2) Max UpliftA=-411(load case 4), G=-411(load case 4) FORCES (lb) -First Load Case Only TOP CHORD A-B=-2644, B-C=-2644, C-D=-1922, D-E=-1922, E-F=-2644, F-G=-2644 BOT CHORD A-H=2440, G-H=2440 WEBS D-H=1689, C-H=-655, E-H=-655 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 \\ CB 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face) P see MiTek "Standard Gable End Detail" �" iIFIGq r2 4) All plates are 1.5x4 MI120 unless otherwise indicated. c� 5) Gable studs spaced at 1-4-0 oc. 6) Bearing at joint(s) A, G considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. _ g Building designer should verify capacity of bearing surface. - J 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 411 Ib uplift at P S ATE OF !4 joint A and 411 Ib uplift at joint G. 15 �LORI�A 8) This truss has been designed with ANSI/TPI 1-1995 criteria. �% rS LOAD CASE(S) Standard November 21,2000 Job russ russ ype Uty Fly LOT 22 PARA A10234 J009100 T17 ROOF TRUSS 1 1 o tional) s ep i e n u( Rtio nc. ue ov age 3-11-13 7-9-0 3-11-13 3-9-3 Scale = 1:30.8 1.5x4 11 B 7.00 12 A Ln — -- iI -- - 0 3x4 = 2x4 3-11-13 7-9-0 _ 3-11-13 _ _ 3-9-3 LOADING (psf) SPACING '2-0-0CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.18 A-C >487 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.94 Vert(TL) 0.26 A C 348 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(TL) 0.00 n/a BCDL `10.0 Code SBC/ANSI95 J_ 1 st LCLLMin I/deft_ 360 Weight: 38 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 7-9-0 oc purlins. BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 3-10-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=923/0-3-8, C=923/0-3-8 Max Horz A=260(load case 3) Max UpliftA=-437(load case 3), C=-591(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD A-13=0 BOT CHORD A-C=O WEBS B-C=-201 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are,not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 437 Ib uplift at joint A and 591 ib uplift at joint C. pvpau um�yrp 3) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard `•, G �IFICR�tt j�� 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 _ =_ Uniform Loads (plf) Vert: A-6=-54.0, A-C=-193.4 = -' S ATE OF ly,FL0R19Ati '``` November 21,2000 Job russ russ ype ty Y RADISE COVE A10235 J009100 T18 ROOF TRUSS 1 1 (optional) 4.201 SR1 sSep- MiTek ndustries, Inc. Tue Nov age 2-0-0 9-9-12 18-10-7 25-8-0 27-8-0 2-0-0 9-9-12 9-0-11 6-9-9 2-0-0 Scale = 1:56.7 4x6 II F 2x4 Ji 7.00 12 E /3x4 D \ 3x4 C H i K � co I Ln B 5x5 00 c� vI 2x4 iI J I 06 o A 4x8 {I 2x4 it 3x5 � o a P O N M L 4x16 3x4 = 5x8 -- 4.00 F12 9-11-8 25-80 9-11-8 15-8-8 _PlateWfsets (X,� (6:0.0_1 e1, (B:0 1S, ge],(1:0-7 8,q2 LOADING (psf) SPACING 2-0-0 CSI Ti DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.06 I-K >999 M1120 249/190 TCDL 7.0Lumber Increase 1.25 BC 0.26 Vert(TL) 0.16 I K >996 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.05 1 nia BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min lidefI = 360 Weight: 189 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, WEBS 2 X 4 SYP No.3 Except: OTHERS 2 X 4 SYP No.3 10-0-0 oc bracing: I-K. WEBS REACTIONS (lb/size) B=7/9-11-0, 1=443/0-3-8, L=1580/9-11-0, M=-1 1/9-11-0, N=49/9-11-0, 0=21(9-11-0, P=31/9-11-0 Max Horz B=253(load case 3) Max UpliftB=-372(Ioad case 3), 1=-4520oad case 2), L=-670(load case 4), M=-11(load case 6), 0=-12(load case 2) Max Grav B=187(load case 5), 1=453(load case 6), L=1580(load case 1), N=51(load case 5), 0=35(load case 6), P=61(load case 2) �``� �.^, ''A. _1\ Z 9, FORCES (Ib) -First Load Case Only IF� TOP CHORD A-B=55, B-C=554, C-D=668, D-E=920, E-F=902, F-G=-251, G-H=-492, H-1=-558, I-J=54 BOT CHORD B-P=-529, O-P=-529, N-0=-529, M-N=-529, L-M=-529, K-L=-352, 1-K=477 ` WEBS D-L=-242, E L= 199, F-L=-1105, F-K=621, G K= 361 SATE C7r' TES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE nrarinrs�� 7-93 per SBC/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist,they Ncv.ernber 21,2000 are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face) , see MiTek"Standard Gable End Detail" 4) All plates are 1.5x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. Continued on page 2 o russTruss ype tY Y A10235 J009100 T18 ROOF TRUSS 1 1 (o tionap s Sep MiTe n ustries, Inc. Tue Nov age NOTES 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 372 Ib uplift at joint B, 452 Ib uplift at joint I, 670 Ib uplift at joint L, 11 Ib uplift at joint M and 12 Ib uplift at joint O. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Job russ russ ype ty y LU I ZZ PARADISE COVE J009100 T19 ROOF TRUSS 4 1 (o tionaf) A10236 4.201 SR1 s Sep 5 2000 MiTekIndustries, Inc. Tue Nov age 1 5-2-9 9-9-12 12-10-0 1 18-10-7 25-8-0 27-8-0 5-2-9 4-7-3 3-0-4 6-0-7 6-9-9 2-0-0 Scale = 1:56.0 4x5 II D 1.5x4 11 7.00 1 2 C 1.5x4 1.5x4 \ E B/ �n A 5x5 = \ �' F LO Ico d - G14 0 6 3x4 I 3x4 � 5x8 = 4.00F12- 9-11-8 17-8-0 25-8-0 9-11-8 7-8-8 8-0-0 Plate offsets (X,YI: {1:0-5-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.03 H >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.63 Vert(TL) -0.46 A-1 >253 BCLL 0.0 4 Rep Stress Incr YES WB 0.46 Horz(TL) 0.04 F n/a BCDL _10.0 Code SBC/ANS195 1 st LC LL Min I/dell = 360 `I Weight: 128 Ib LUMBER BRACING J TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SIP No.2ND BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt D-I with 2 X 4 No.2ND SYP with 2 - 10d Gun(.131"x3") nails and cross brace spacing of 18-0-0 oc. REACTIONS (Ib/size) A=33/Mechanical, I=1463/0-3-8, F=501/0-3-8 Max Horz 1=-340(load case 2) Max UpliftA=-1 34fload case 6), 1=-653(load case 4), F=-445(load case 4) Max Grav A=187(load case 5), 1=1463(load case 1), F=506(load case 6) FORCES (lb) -First Load Case Only TOP CHORD A-B=378, B-C=630, C-D=630, D-E_-294, E-F=-536, F-G=27 BOTCHORD A-1=-323, H-1=-203, F-H=483 WEBS B-1=-262, C-1=-210, D-I=-943, D-H=640, E-H=-294 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on „c '�'^4'm,4grrrr an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSl95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, theyIF are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 ./ 3) Refer to girder(s) for truss to truss connections. f 4) Bearing at joint(s) F considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building = �� designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 Ib uplift at joint A, 653 Ib uplift at joint I and 445 Ib uplift at joint F. �+� S ATE OF 6) This truss has been designed with ANSI/TPI 1-1995 criteria. %G'ls,FLORL�A� ';:^ ED LOAD CASE(S) Standard �numm1111illWl November 21,2000 Job russ russ ype Qty L, n A A10237 J009100 T20 ROOF TRUSS 2 (optional) 1 s ep iustries, nc. ue ov 1 age- 16-0-0 -2-0-0 6-9-9 12-10-0 1511-8 2-0-0 6-9-9 6-0-7 3-1-80-0-8 Scale = 1:58.8 4x5 II D 1.5x4 II E 7.00 FI-2- 1.5x4 N / G Ln B 5x5 6 6= c� ) A o 3x4 F 4.00 12 3x4 8-0-0 15-11-8, 16 0 ----- — -{---- —- 8-0-0 7-11-8 0-0-8 LOADING (psf) i SPACING 2-0-0 1 CSI DEFL in floc) I/def: PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.82 Vert(LL) 0.15 G >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.30 F-G >625 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) -0.13 F n/a BCDL 10.0 Code SBCIANSI95 1 st LC LL Min I/deft = 360 Weight: 89 1b J ` LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 4-3-2 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-8-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (1b/size) B=700/0-3-8, F=580/0-3-8 Max Horz B=740fload case 3) Max UpliftB=-396(load case 4), F=-414(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-13=27, B-C=-1377, C-D=-1 138, D-E=0, E-F=-80 BOT CHORD B-G=1239, F-G=201 WEBS C-G=-278, D-G=1134, D-F=-521 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) B, F considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. �� u�:umuwuu Building designer should verify capacity of bearing surface. �`����� Cg A. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 396 Ib uplift at A joint B and 414 Ib uplift at joint F. �g� �'4 q1 5) This truss has been designed with ANSI/TPI 1-1995 criteria. �c� LOAD CASE(S) Standard SATE OF �\ r FI-Op, ; ED 111111111 November 21,2000 Job russ Truss ype ty y ISE A10238 J009100 T21 ROOF TRUSS 1 1 (optional) 4.201 SR1 sSep- i e n ustries, nc. ue Nov age 15-11-8 7-9-5 14-9-8 1 7-9-5 7-0-3 1-1-8 Scale = 1:54.9 5x5 = 0-0-8 1.5x4 II C D 7.00 12 1.5x4 II B A F ,n 5x7 = N 0 3x4 E 4.00 12 3x4 8-0-0 15-11-0 15-11-8 8-0-0 7-11-0 0-0-8 Plate O'MRs_IX,Y-) (C:U 8,0 —13 ,---- LOADING (psf) SPACING 2-0-0 CSIJ T` DEFL� in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL) 0.15 F >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.30 E-F >632 BCLL OA Rep Stress Incr YES WB 0.60 Horz(TL) -0.13 E n/a BCDL 10.0 Code SBC/ANS195 1 st LC LL Min I/deft = 360 Weight: 87 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 4-3-6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-10 0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 2x4 T-Brace D-E, C-F D-E 2 X 4 SYP No.2ND Fasten T and I braces to narrow edge of web with 10d common wire nails Bin o.c., with Sin minimum end distance. Brace must cover 90% of web length. REACTIONS (Ib/size) A=578/0-3-8, E=578/0-3-8 Max Horz A=748(load case 3) Max Up(iftA=-146(load case 2), E=-487(load case 3) FORCES (Ib) -First Load Case Only TOP CHORD A-B=-1234, B-C=-1226, D-E=-80, C-D=-O BOT CHORD A-F=1 1 13, E-F=201 WEBS B-F=-322, C-E=-520, C-F=1245 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft b 24 ft with exposure C ASCE `°N1°'vum 7-93 per SBC/ANS195If end verticals or cantilevers exist, they are exposed to wind. If porches exist,the \`��A�a F, are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 pis IFI 2) Provide adequate drainage to prevent water ponding. 3) Bearing at joint(s) A, E considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint A and 487 Ib uplift at joint E. J 5) This truss has been designed with ANSI/TPI 1-1995 criteria. P SATE OF G' �F-ORI LOAD CASE(S) Standard ummumumau� November 21,2000 Job russ russ Type ty rly LO 1 22 ARADISE A10239 J009100 T22 ROOF TRUSS 1 1 (optional) 4.201 SR1 s Sep 5 2000 MiTekIndustries, Inc. Tue Nov 11: age 15-11-8 7-9-5 14-9-8 15-11 0 7-9-5 7-0-3 1-1-8 Scale = 1:59.8 4x4 -8 1.5x4 II C D 7.00[12- 3 x 5 123x5 � g 00 A `o 5x5 = c� �I 0 3x4 E 4.00 12 4681 18 8-0-0 14-9-8 1 1!to 8-0-0 6-9-8 1-1-8 0-0-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/def] PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.17 F >999 M1120 249/190 TCDL 7.0 ; Lumber Increase 1.25 BC 0.52 Vert(TL) -0.30 E-F >621 BCLL 0.0 1 Rep Stress Incr YES WB 0.65 Horz(TL) -0.16 E n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 93 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3-10-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-9-2 oc bracing. WEBS 2 X 4 SYP No.3 *Except* WEBS 1 Row at midpt D-E, C-E, B-E D-E 2 X 4 SYP No.1 D with 2 X 4 No.2ND SYP with 2 - I Od Gun(.131"z3") nails and cross brace spacing of 14-0-0 oc. REACTIONS (Ib/size) A=578/0-3-8, E=578/0-3-8 Max Horz A=862(load case 3) Max UpliftA=-161(load case 2), E=-547(load case 3) FORCES (lb) -First Load Case Only TOPCHORD A-B=-1234, B-C=-26, C-D=-O, D-E=-26 BOT CHORD A-F=1 1 13, E-F=1 106 WEBS B-F=852, C-E=-198, B-E=-1202 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 10 mi from hurricane ocean]ine, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7-93 per SBC/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide adequate drainage to prevent water ponding. �o0'�CBA aiGy 3) Bearing at joint(s) A, E considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula �.��0�4,1� Building designer should verify capacity of bearing surface. �4 fTF1� 9 o 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 Ib uplift at joint A and 547 Ib uplift at joint E. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. = f LOAD CASE(S) Standardgt,�P November 21,2000 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 -, » - v „ ,Fr I`?ERTF71:t A'f IO,. . .r. . .tib `OCATtOIfNt=ORMi I3, Ell$ h E <,. Permit Number: 21210 ! Address: 604 PARADISE COURT Permit Type: BUILDING i ATLANTIC BEACH, FL 32233 Class of Work: NEW I Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):21 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: l Improv. Cost: 87,120.00 i" Y M ..: IO V.. a ....a.✓ W:«.>., ,�..�Fuw:':I Date Issued: 12/26/2000 Name: BESTCON INC. Total Fees: 2,734.98 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 2,734.98 JACKSONVILLE BEACH, FL 32250 Date Paid: 12/26/2000 Phone: (904)246-3747 Work Desc: CONSTRUCT NEW HOME PER PLANS 8 � �kCQ RS = T W, � ; �" !?E'� ! -FEE ESTCON, INC. PERMIT 618.00 WATER IMPACT FEE 410.00 SEWER IMPACT FEE> 1,250.00 WATER METER/TAP 85.00 RADON GAS-H.R.S. 5.69 RADON CAB 5% 0.30 ! CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 ! CONST.SURCHARGE 5.39 SC HARGE/ATL.BCH. 0.60 TREE BARRICADES FOOTING/SLAB FRANING/COVER-UP iFINAL BUILDING i CERTIF/OCCUPANCY INSULATION NOTICE= INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" . ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAWN A NTIC BEAC BUILDIT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEmwxxE RQAD-AT Amw 6EAcK FL 32233-TEL: 247-ma-FAX: 247 Permit Number: 21210 Address: PARADISE COURT Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY L0t(s):2fa-1, Block: Section: Square Feet: Subdivision: PARADISE COVE Est Value: Parcel Number. Improv.Cost: 87,120.00 Date Issued: 12/26000 Name: BESTCON INC. Total Fees: 2,734.98 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 2,734.98 JACKSONVILLE BEACH, FL 32250 Date Paid: 12/26r2t100 Phone: . (904)246-3747 Work Desc: CONS U NEW HOME ER S N, INC. ERMI 618.W WATER IMPACT FEE 410.00 SEWER IMPACT FEE 1,250.00 WATER METERrrAP 85.00 RADON GA".R.S. 5.69 RADON CAB 5% 0.30 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 5.39 SCHARGE/ATL.BCH. 0.60 TREE BARRICADES FOOT LAB FRAM NGIGOVER-UP FINAL BUILDING CERTIFIOCCUPANCY INSULATION NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER�CONTRtACTQR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"' ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operator: a BYLE Date: 1?126/N Bi Receipt: Tl A NTIC BEACP BUILDING PT: Total Paysent FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1198 Builder: BESTCON Address: Lot: Sub: PARADISE COVE, Pat: Permitting Office: City, State: l✓ A Permit Number: Owner: �q ��� �� �,L Jurisdiction Number: Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:30.0 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(112) 1198 ft2 c. N/A _ 7. Glass area&type _ j a. Clear-single pane 175.5 ft2 _ 13. Heating systems b. Clear-double pane 0.0 ft2 - a. Electric Heat Pump Cap:30.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.80 _ d. Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A _ 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0, 152.0(p)ft _ c. N/A _ b.N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,907.0 ft2 _ EF:0.86 _ b. Frame,Wood,Adjacent R=11.0, 13 8.0 ft2 _ b.N/A c. N/A d.N/A _ c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1220.0 ft2 _ 15. HVAC credits _ b. Under Attic R=19.0,88.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 150.0 ft _ MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) Glass/Floor Area: 0.15 Total as-built points: 18502.00 p ASS L- Total base points: 18583.00 r!-1 - � I hereby certify that the plans and specifications covered Review of the plans and 1 11T1;E Sp by this calculation are in mpliance with the Florida specifications covered by this o4 _ 9TH Energy Code. _/ e4 calculation indicates compliance PREPARED BY: GILBERT MILLER with the Florida Energy Code. ti Before construction is completed d DATE: /UGy this building will be inspected for �. a I hereby certify that this building, as designed, is in compliance with Section 553.908 "eq. j compliance with the Florida Energy Code. Florida Statutes. SOD WE OWN E ENT• Wim ' BUILDING OFFICIAL: DATE: & 121 ©O 10e, DATE: _---- EnergyGauge®(Version: FLR3PA 2.02) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 22, Sub: PARADISE COVE, Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1198.0 33.05 7127.9 Single,Clear N 1.5 9.0 34.0 20.36 0.98 675.4 Single,Clear N 1.5 5.0 9.0 20.36 0.92 167.8 Single,Clear E 1.5 3.5 9.0 44.69 0.78 311.9 Single,Clear S 9.0 5.5 30.0 38.10 0.46 530.6 Single,Clear S 10.5 7.0 7.5 38.10 0.47 135.2 Single,Clear S 1.5 10.0 48.0 38.10 0.96 1755.8 Single,Clear W 1.5 4.5 8.0 40.92 0.85 278.1 Single,Clear W 1.5 14.0 15.0 40.92 1.00 610.7 Single,Clear W 1.5 11.0 15.0 40.92 0.99 605.2 As-Built Total: 175.5 5070.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 138.0 0.7 96.6 Frame,Wood, Exterior 11.0 907.0 1.70 1541.9 Exterior 907.0 1.70 1541.9 Frame,Wood,Adjacent 11.0 138.0 0.70 96.6 Base Total: 1045.0 1638.5 As-Built Total: 1045.0 1638.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 165.2 As-Built Total: 38.0 110.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1198.0 0.60 718.8 Under Attic 30.0 1220.0 0.60 732.0 Under Attic 19.0 88.0 1.10 96.8 Base Total: 1198.0 718.8 As-Built Total: 1308.0 828.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 152.0(p) -37.0 -5624.0 Slab-On-Grade Edge Insulation 0.0 152.0(p) -41.20 -6262.4 Raised 0.0 0.00 0.0 Base Total: -5624.0 As-Built Total: -6262.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 1198.0 10.21 12231.6 1198.0 10.21 12231.6 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 22, Sub: PARADISE COVE, Plat: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 16258.0 Summer As-Built Points: 13618.0 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 13618.0 1.000 1.047 0.284 1.000 4055.2 16258.0 0.3573 5809.0 13618.0 1.00 1.047 0.284 1.000 4055.2 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 22, Sub: PARADISE COVE, Plat: , , , 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 = Points .18 1198.0 9.76 2105.7 Single,Clear N 1.5 9.0 34.0 27.44 1.00 933.4 Single,Clear N 1.5 5.0 9.0 27.44 1.00 247.9 Single,Clear E 1.5 3.5 9.0 21.24 1.09 209.1 Single,Clear S 9.0 5.5 30.0 15.43 3.38 1563.6 Single,Clear S 10.5 7.0 7.5 15.43 3.28 379.0 Single,Clear S 1.5 10.0 48.0 15.43 1.01 749.9 Single,Clear W 1.5 4.5 8.0 23.35 1.04 194.8 Single,Clear W 1.5 14.0 15.0 23.35 1.00 350.8 Single,Clear W 1.5 11.0 15.0 23.35 1.00 351.6 As-Built Total: 175.5 4980.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 138.0 3.6 496.8 Frame,Wood,Exterior 11.0 907.0 3.70 3355.9 Exterior 907.0 3.70 3355.9 Frame,Wood,Adjacent 11.0 138.0 3.60 496.8 Base Total: 1045.0 3852.7 As-Built Total: 1045.0 3852.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 18.0 8.00 144.0 Base Total: 38.0 453.0 As-Built Total: 38.0 312.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1198.0 1.20 1437.6 Under Attic 30.0 1220.0 1.20 1464.0 Under Attic 19.0 88.0 2.00 176.0 Base Total: 1198.0 1437.6 As-Built Total: 1308.0 1640.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 152.0(p) 8.9 1352.8 Slab-On-Grade Edge Insulation 0.0 152.0(p) 18.80 2857.6 Raised 0.0 0.00 0.0 Base Total: 1352.8 As-Built Total: 2857.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1198.0 -0.59 -706.8 1198.0 -0.59 -706.8 EnergyGaugeO DCA Form 60OA-97 EnergyGaugeO/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 22, Sub: PARADISE COVE, Plat: , , , PERMIT#: BASE AS-BUILT Winter Base Points: 8495.0 Winter As-Built Points: 12935.5 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 12935.5 1.000 1.064 0.437 1.000 6017.1 8495.0 0.5340 4536.3 12935.5 1.00 1.064 0.437 1.000 6017.1 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge0/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 22, Sub: PARADISE COVE, Plat: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.86 3 1.00 2809.86 1.00 8429.6 As-Built Total: 8429.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 5809.0 4536.3 8238.0 18583.3 4055.2 6017.1 8429.6 18501.9 PASS a EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeMesFREE'97 FLR3PA 2.02 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: 22, Sub: PARADISE COVE, Plat: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/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,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from i _ conditioned space,tested. _ Multi-story 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 CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficient of 78%. Shower heads _ — 612.1 —_ Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =82.8 The higher the score,the more efficient the home. Lot: 22, Sub: PARADISE COVE, Plat: , , , 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:30.0 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) 1198 ft2 c. N/A _ 7. Glass area&type a. Clear-single pane 175.5 ft' _ 13. Heating systems b. Clear-double pane 0.0 ft2 _ a. Electric Heat Pump Cap:30.0 IcBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft' _ HSPF:7.80 d. Tint/other SC/SHGC-double pane 0.0 ft2 b. N/A _ 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0, 152.0(p)ft _ c. N/A b.N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,907.0 ft2 _ EF:0.86 _ b. Frame,Wood,Adjacent R=11.0, 138.0 ft2 _ b.N/A _ c. N/A d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1220.0 ft2 _ 15. HVAC credits _ b. Under Attic R=19.0,88.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 150.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, 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) e.,T14E ST9T� in this home before finaPnwection. Otherwise,a new EPL Display Card will be completed based on installed Co co lian features. y�6" ''' �'°o�'q "'''� �o Builder Signature: LAJ Y--- Date: ll W � y Address of New Home: 6U e_ -- City/FL Zip: L �2�2 cG,�j�CLCJt-�,C- �'c0 wE i¢4`O *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar'Mdesignation), your home may qualms for energy efficiency mortgage(EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.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 8501487-1824. EnergyGauge®(Version: FLR3PA 2.02) Residential System Sizing Calculation Summary Project Title: Class 3 Rating 1198 Registration No. 0 Climate: North 10/17/00 Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidit data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 49 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heating load calculation 25140 Btuh Total cooling load calculation 27564 Btuh Submitted heating capacity 30000 Btuh Submitted cooling capacity 30000 Btuh Submitted as % of calculated 119.3 % Submitted as% of calculated 108.8 % WINTER CALCULATIONS Winter Heating Load for 1198 sqft) Load component Load Duots(5%) Window total 176 sqft 7704 Btuh Windows(31%) Wall total 1045 sqft 3332 Btuh W0424%) Door total 38 sqft 526 Btuhy Ceiling total 1308 sqft 1762 Btuh � - Floor total 152 ft 4682 Btuh D°ors(2%) Infiltration 142 cfm 5937 Btuh Cell gs(7%) Subtotal 23943 Btuh Vis. Floors(f 9%) Duct loss 1197 Btuh Wals(f3%) TOTAL HEAT LOSS 25140 Btuh SUMMER CALCULATIONS Summer Cooling Load for 1198 sqft) Load component Load Window total 176 sqft 10543 Btuh Latent lnternal(4%) Wall total 1045 sqft 2001 Btuh LateMlnfil(f4%, Door total 38 sqft 404 Btuh Ceiling total 1308 sqft 1980 Btuh WlndoY sc3e%' Floor total 0 Btuh Wt.0G*X12%) M Infiltration 113 cfm 2362 Btuh Internal gain 3300 Btuh Ducts(7%) Subtotal(sensible) 20589 Btuh Duct gain 2059 Btuh InfY.(9%) Cei"s(7%) Total sensible gain 22648 Btuh Doors(f%) Wetls(7%) Latent gain(infiltration) 3766 Btuh The sizing method used was EnergyGauge®System Sizing. Latent gain(internal) 1150 Btuh PREPARED BY: Total latent gain 4916 Btuh DATE: TOTAL HEAT GAIN 27564 Btuh EnergyGauge® FLR3PA 2.02 'an,. B. 2001' 5:40PY, 5ESTSuB, ioc zis FNj 7421 P. 2 SHOWING PLOW PLAN OF LOT 14"`A� SHOWN , ON MAP OF PARADISE C(�►VrE N''S CtEMMM U 4LA7 WOK 03, RACES $2 ! 82A Or THE CMFNT PMUC RECORDS OF OLIVAE-COUNTY, F1LWUA- Von: 13ESTCON. ufc. Ha - Kff*O${iWMF QN Y As DHOINi VN Tfit ►WNtt)MA 1, Ll �a PARADISE -COURT (s¢' MKT OF WAY) A ��ff 4"01 S892 t* "01'E r ty,ol tTa'? 50.01 12"oAv x^ 1 7V 4tA EAsET+QorvgrvATE LAft30A0F_ _Z rto ! ' I PORCH Qi ' Ca am UWA"Nana 7m am [Y nw�e OAK CEDAR �- IMlMTs MYR/I,t I �� 4 Q o TRR+FE E C4 z i ` g.Q' t� N ; °o I b l ! 4 „ JC S8963 '14"W cT+ 50 OO' t{ , KESTNER R , C3AD (50' RIGHT OF WAY) '! ,i TYPE "9" DRAINACE NOTE. TW LOT 91 WAD HEREON MWEMS TO LIE VA*&FLOOD � AS Bim two Imp WWMIIaE RATE %REPARM MAP$, CDMIRJMTY VANEL NO,12= -0001a-DA7M 4-1799. 0019 AND PROt F CNaAIe S R`Ik"`RINZS� INC+ 3URNCYEO - JANUARY-12nm V141mwpe A,4lJFRlE. SCALE: T" — 20' JACKSMV;,L Fti.,.32209 Received Tieie'Jan. 8•' 3:48P JAN-8-2001 MON 04:39PM ID:247-5845 PAGE:2 Jan . B. ?00} 4:36PM BESTCON, Ic. ND.14} } P. } BESTCON Inc. BESTCON Inc. FAX / MEMORANDUM Aft o �' BESTCO , Inc. Company: az 2440 South Beach Parkway Date: — _ Jacksonville Beach FL 32250 Fax Number. 904 2464747 • Fax 246-7126 Subject: Z__.V1 Number of pages, including this cover sheet: o Urgent o For Review o Please Confirm Revaipt o Please Reply ..: Y(qt D' - v ria + Jan. B. 2601' 4:36PM7 BESTCON, Inc 219 FNo.7411 P. 2 MAP SHOWING PLOT PLAN OF 'LOT :4 'AS SHOWN ON MAP OF PARADISE COVE AS RECORDED 1N PLAT BOOK 33, PAM 62 Jr 92A Or/NS CURRENT PLWC RECORDS OF DUVACCOUNTY, FLUMIUA. Fall: BESTCON, INC. 514000 ON RIONT - AY UNE HEREON L4 M3 SIIrMp r11r rNt MtMi1 YLA1. 1 i PARADISE -COURT (60'. RIGHT Of WAY) S89*21'01"E o, oo-)4& 50.0111 • 12-BAY . 7.5 CA CASLmrNT 1 I 10� 10'PMVATE-b.U*0SCAPE I 1 � SDs 1 N 1 PORCH Of 0 aur w4m wolm p 1 ® TIO OAK a - - VA-LX eur e s I ~ # ctomZ6 I Wa 41 TMM Mntn.E ~ 1 0 u 1 1 <Q� $ O !!)) ..J > MWIA M"flu Q. ► O . Q 0 Tom ow 1 N ( � s.d VT N sm"ON -4 N s (w. N P" I o I a o PIMA I .h"vrOlr I I 20.0' 8.s I I *S89'3 '14" (14-) 50 00' ' r KESTNER ROAD (50' RIGHT OF WAY) TYPE "B" DRAINAGE 14 LOT suRV m wottm OKA"To Lw VA"rLo00 yaw 'X'' K i0"Oft THE a=OURMW R4rE PREPAREDr; �1�2 m03,CommumTT PAN L M-140075-QMV.DAIV 4-17-09. C�� AND' MC. 3URVG/EO JANUARY R PROfrk-JO!IAL, LANQ,SVRVEY0RS 24m 1r1A,1 NAroo A4 wrt. SCALE: 1" 70' JACK SO VRIL f`;32207 eceived Time'Jan. 8•' 3:43PM 1 ', Jan . 8 . 2001 0 :40PM BESTCON , Inc . Na .7421 P . I BES TCON B M Inc f FAX / MEMORANDUM Aft": oBESTCON, Inc. Company: 2440 South leach Parkway Date: — '-� Jacksonville Beach FL 32250 Fax Number: 904 246.2747 . Fax 246-7126 From: Subject: .Y Number of pages, including this cover sheet: o Urgert o For Review o Please Confirm Receipt o Puma Reply 4- ~ ` , 4L-2 J 4 v � tt t JAN-8-2001 MON 04:39PM ID:247-5845 PACE:1 CITY OF ATLANTIC BEACH Flxcure Unic Worksheet for Wacer Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER ME AND FOR EACU WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTMI. THE WATER SUPPLY CH.�RGE IS HEREBY FIXED AT 74EN77Y DOLLARS PER FIXTURE UNIT CONNECTED TO THE CIiC NATER SYSTEM. � BATHROOM GROUP CONSISTING OF SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 12— WATER CLOSET WATESt CLOSET, TANY OPERATED (4) VALVE OPERATED (°) 3A7HTU3/SHO'+'ER (2) URINAL WALL r-:? (4) SHOWT-1 GROUP PER HF- D (3) FLOOR DRA_7N (1) SHOWER STALL DOMESTIC (2) LAUNDRY T..-.Y (Z) LAVATORY (1) CON.B 2lA:IOV SINK / `BASHING ".KEINE (3) 3 PGT, SC" T DISHWASHER (2) WASH SINK EACH SET 07 .auc�Ts t2) KITCH SI:iX (2) DE.YTAL LAVATORY (1) [ITCBSIN,X 'BITS WASTZ DF_N7AL UNI:' OR CUSPIDOR (1) GRINDER (3) d URINAL STALL, WASHOUT (�) BIn - (2) FL USHINC RLM SINK (8) CON.BINATT_ON SIM< AND TRAY WITH FOOD DISPOS. (4) URINAL, MES TAL, SY?HCN J= DRINKING FOUNTAIN (1/1) 7-BLOWOUT (2) LAVATORY, RARSER/BEAUTY _ICE u.AKER (1/2) F S� SLOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS (?) JACUZZI (2) V URINAL STALL, WASHOUT (4) C� TOTAL FIXTURE UNITS © S @ $20.00 EAC:i $ ! ' JOB IKFORIMUMON w C`_ cd"� / RECEIVED PROPERTY DESCRIPTION PEPS t # , Block # Section # ,division: Po.AiS��CoV-�- Clty �t i�ttlr} L�Ch wilding and Zoning Street Name `Ah,� �Q��J •� � L DESCRIPTION OF WORK or Address: loo UZE X" (If in a FLOOD HAZARD Flood Zone:_ area complete page 3) Bricription/Ua"adg9 Class of W k: ew Remodel/Addition ZONING INFORMATION Type of Construction: Lt3al�CX... QrK2. Zoning AC ^^ Proposed 7 rZ C7 District: JaL- Use: Estimated Value $ Exceptions or variances Materials. S/2cAt '&s_ Granted: A/A . /'-� r - — I Solid or Ground•• Roof: SiLLX.QX�V Method o f Heating. OWNER INFORMATION BESTCON, INC. 2440 South Beach Parkway Property Owner: Phone: Mailing Address Beach,le FL 32250 W4 245-3747 Zip: CONTRACTOR INFORMATION BESTCON, INC. 2440 South Beach Parkway Contractor: Phone: Mailing Address: e Beach, FL 32250 9G4 246-3747 Zip: Q /� STATE LICENSE NO: c 4601243616 Expiration C...�l� Date: Date: �I f I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SU ORTING/ DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature ` �� - — DATE �� Oil Owner 2000 Contractor Signature DATE 11- 362000 IN TO AND SUBSCRIBED BEFORE ME BY A611ed A / (L U�S THIS Z4 DAY r2baeq , 199_. �� 1 j NMWMA t� IDOM MKIC•STATE OFFLO= NOTARY PUBLIC IIYCO VISSION EXPIRES DEC.2b,200a COYYISSION N0.0CM12 t FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 22, Sub: PARADISE COVE, Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1198.0 33.05 7127.9 Single,Clear N 1.5 9.0 34.0 20.36 0.98 675.4 Single,Clear N 1.5 5.0 9.0 20.36 0.92 167.8 Single,Clear E 1.5 3.5 9.0 44.69 0.78 311.9 Single,Clear Sr 9.0 5.5 30.0 38.10 0.46 530.6 Single,Clear S 10.5 7.0 7.5 38.10 0.47 135.2 Single,Clear S 1.5 10.0 48.0 38.10 0.96 1755.8 Single,Clear W 1.5 4.5 8.0 40.92 0.85 278.1 Single,Clear W 1.5 14.0 15.0 40.92 1.00 610.7 Single,Clear W 1.5 11.0 15.0 40.92 0.99 605.2 As-Built Total: 175.5 5070.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 138.0 0.7 96.6 Frame,Wood,Exterior 11.0 907.0 1.70 1541.9 Exterior 907.0 1.70 1541.9 Frame,Wood,Adjacent 11.0 138.0 0.70 96.6 Base Total: 1045.0 1638.5 As-Built Total: 1045.0 1638.5 DOOR TYPES Area'X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 165.2 As-Built Total: 38.0 110.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1198.0 0.60 718.8 Under Attic 30.0 1220.0 0.60 732.0 Under Attic 19.0 88.0 1.10 96.8 Base Total: 1198.0 718.8 As-Built Total: 1308.0 828.8 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 152.0(p) -37.0 -5624.0 Slab-On-Grade Edge Insulation 0.0 152.0(p) -41.20 -6262.4 Raised 0.0 0.00 0.0 Base Total: -5624.0 As-Built Total: -6262.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 1198.0 10.21 12231.6 1198.0 10.21 12231.6 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 22, Sub: PARADISE COVE, Plat: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 16258.0 Summer As-Built Points: 13618.0 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 13618.0 1.000 1.047 0.284 1.000 4055.2 16258.0 0.3573 5809.0 13618.0 1.00 1.047 0.284 1.000 4055.2 EnergyGaugeT"DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 22, Sub: PARADISE COVE, Plat: , , , 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 = Points .18 1198.0 9.76 2105.7 Single,Clear N 1.5 9.0 34.0 27.44 1.00 933.4 Single,Clear N 1.5 5.0 9.0 27.44 1.00 247.9 Single,Clear E 1.5 3.5 9.0 21.24 1.09 209.1 Single,Clear S 9.0 5.5 30.0 15.43 3.38 1563.6 Single,Clear S 10.5 7.0 7.5 15.43 3.28 379.0 Single,Clear S 1.5 10.0 48.0 15.43 1.01 749.9 Single,Clear W 1.5 4.5 8.0 23.35 1.04 194.8 Single,Clear W 1.5 14.0 15.0 23.35 1.00 350.8 Single,Clear W 1.5 11.0 15.0 23.35 1.00 351.6 As-Built Total: 175.5 4980.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adaicent 138.0 3.6 496.8 Frame,Wood,Exterior 11.0 907.0 3.70 3355.9 Exterior 907.0 3.70 3355.9 Frame,Wood,Adjacent 11.0 138.0 3.60 496.8 Base Total: 1045.0 3852.7 As-Built Total: 1045.0 3852.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 18.0 8.00 144.0 Base Total: 38.0 453.0 As-Built Total: 38.0 312.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1198.0 1.20 1437.6 Under Attic 30.0 1220.0 1.20 1464.0 Under Attic 19.0 88.0 2.00 176.0 Base Total: 1198.0 1437.6 As-Built Total: 1308.0 1640.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 152.0(p) 8.9 1352.8 Slab-On-Grade Edge Insulation 0.0 152.0(p) 18.80 2857.6 Raised 0.0 0.00 0.0 Base Total: 1352.8 As-Built Total: 2857.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 1198.0 -0.59 -706.8 1198.0 -0.59 -706.8 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 22, Sub: PARADISE COVE, Plat: , , , PERMIT#: BASE AS-BUILT Winter Base Points: 8495.0 Winter As-Built Points: 12935.5 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 12935.5 1.000 1.064 0.437 1.000 6017.1 8495.0 0.5340 4536.3 12935.5 1.00 1.064 0.437 1.000 6017.1 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 22, Sub: PARADISE COVE, Plat: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.86 3 1.00 2809.86 1.00 8429.6 As-Built Total: 8429.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water - Total Points Points Points Points Points Points Points Points 5809.0 4536.3 8238.0 18583.3 4055.2 6017.1 8429.6 18501.9 PASS �•�4'fj4E STA��O.t.�; t a goo WE EnergyGauge"A DCA Form 60OA-97 EnergyGauge0/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: 22, Sub: PARADISE COVE, Plat: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/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 comers;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfrn 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 CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficien of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR31PA 2.02 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =82.8 The higher the score,the more efficient the home. Lot: 22, Sub: PARADISE COVE, Plat: , , , 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:30.0 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) 1198 ft' a N/A 7. Glass area&type _ a. Clear-single pane 175.5 112 - 13. Heating systems b. Clear-double pane 0.0 ft2 _ a. Electric Heat Pump Cap:30.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.80 _ d. Tint/other SC/SHGC-double pane 0.0 ft2 b. N/A 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0,152.0(p)ft _ c. N/A b.N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,907.0 ft2 _ EF:0.86 _ b. Frame,Wood,Adjacent R=11.0, 138.0 ft2 _ b.N/A c. N/A _ d.N/A _ c. Conservation credits _ e. N/A" (HR-Heat recovery,Solar . 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1220.0 ft2 _ 15. HVAC credits _ b. Under Attic R=19.0,88.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 150.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, 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) THE sT in this home before finajjNection.Otherwise,a new EPL Display Card will be completedy�� based on installed Co k co lianj features. Builder Signature: z. C,4 1 e__ Date: All ' 10 V a Address of New Home: 'c1t1�L c 6'_City/FL Zip: cZyt L�iL',�}Ll �,C� �'coD WE *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPADOE EnergyStarTM designation), your home may quali)�for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.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. EnergyGauge®(Version:FLR3PA 2.02) Residential System Sizing Calculation Summary Project Title: Class 3 Rating 1198 Registration No. 0 Climate: North 10/17/00 Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 49 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heatina load calculation 25140 Btuh Total cooling load calculation 27564 Btuh Submitted heating capacity 30000 Btuh Submitted cooling capacity 30000 Btuh Submitted as % of calculated 119.3 % I Submitted as% of calculated 108.8 % WINTER CALCULATIONS Winter Heating Load for 1198 sqft) Load component Load Duds(5%) Window total 176 sqft 7704 Btuh NhWows(31%) Wall total 1045 sqft 3332 Btuh k7+N.(24%) Door total 38 sqft 526 Btuh Ceiling total 1308 sqft 1762 Btuh Floor total 152 ft 4682 Btuh Dows(2%) Infiltration 142 cfm 5937 Btuh Ca*Vs(7%) Subtotal 23943 Btuh - Fbors(18%) Duct loss 1197 Btuh wail=(,3%) TOTAL HEAT LOSS 1 25140 Btuh SUMMER CALCULATIONS Summer Cooling Load for 1198 sqft) Load component Load Window total 176 sqft 10543 Btuh Latent Irdernd(4%) Wall total 1045 sqft 2001 Btuh Latent 1n111.(1 4%) Door total 38 sqft 404 Btuh Ceiling total 1308 sqft 1980 Btuh V*W0Ws(3e%) �n Floor total 0 Btuh Ir1. (12%) Infiltration 113 cfm 2362 Btuh Internal gain 3300 Btuh Subtotal(sensible) 20589 Btuh °mss('%) Duct gain 2059 Btuh Info 9%) CO V97%) Total sensible gain 22648 Btuh °O°rs(M) Waft(7%) Latent gain(infiltration) 3766 Btuh Latent gain(internal) 1150 Btuh The sizing method used was EnergyGauge®System Sizing. Total latent gain 4916 Btuh PREPARED BY: TOTAL HEAT GAIN 1 27564 Btuh DATE: EnergyGauge® FLR3PA 2.02 PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: Sia Ct7 Q 0- f OWNER: 06 F—S T (f NC. [✓J 1. Determine Occupancy Classification of the structure. Select occupancy classification �- 3 which most accurately fits the use of the Building. (Chapter 133) [ 2. Determine actual physical properties of building. [� a. Determine building area each floor. (Area definition Chapter 132) b. Determine grade elevation for building. (Grade definition Chapter 62) [� C. Determine building height in feet above grade. (Height definition Chapter 132) d. Determine building height in stories. (Story definition Chapter 132) [v]' e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 132) M f. Determine percent of exterior openings per floor. !/7 [✓j 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 136) a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [+'f b. Check allowable height and area increases permitted. (Chapter 135) [v]' 4. Check detailed Occupancy requirements. (Chapter 134) [� 5. Check detailed Construction requirements [v] a. Fire Protection of Structural Members(Chapter B6&Table B600) b. Fire Protection Requirements(Chapter B7 and Table B700) [tri' C. Means of Egress Requirements(Chapter 1310) [v]� d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [� 6. Review design as related to standards. (Chapters B16-B26) [ 7. Check other requirements as necessary. [t�}� a. Construction projecting into public property(chapter B32) [J- b. Elevators and conveying systems(Chapter B30) [..]' C. Sprinklers,standpipes and alarm systems(Chapter 69) [v]� d. Use of combustible materials on the interior(Chapter 138) e. Roofs and roof structures(Chapter B15) �] f. Light,ventilation and sanitation (Chapter B12) g. Other CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: _ '0' Don C. Ford, Buildirig Official don/sb.1 st.s -jt,?:QI Writs:ti nHi civ -t - c] DEC 13 IOU 16:31 CLAR.50N.,..,, em Fw, _. -. . .,......n,,.,.,,,,.. MAP SHOWING PLOT PLAN OF SHOWN ON MAP • OF P..ARADISE* CbVE As PMCORDED IN PLAT NOW , PAMS 7'►1ROLM" OF 7FIE CURRENT uUMJC REWRIDS OF DUVAL O"tY, FLtIMA. !'OTt! HBOTCON. TNTC, wwwo ".. "Im w4Q ON_fgail-ay-WAY uw FIEREON I .. -RANT AS 2!0ON A�Ss€E WMIME2T, PARADISE COURT (60' RICHT OF wAY) E 10"7M YATE LANDSCAPE — •.... •!•••• •_•. t bra +'Y. AND SIDEWALK F.AAKMCFtT ��- �1;; 't '7 2 " a to G Im f.Skii�flb_ ^ LORCH + OAM 10 T"OAK N i lA. 1 6 0 LJ { wtlRl.E OAK a ,y w lNN MVRRA 0 1R1P1$M'OITLEO w J 4 F , YW Oak* Ix swear Q1A+ , Z m �, GNMRMR y Wry M r o n � 0? Q>` KESTNER ROAD (SW RIQM7 OF WAY) .. Tw LOT"WM 146R1ON OM"TO UE WT"—M PREP�ARMp Inc.r. Y�y� =to pasmo PROD 7HE nift wx""t RAYS ��� P�ASS ♦ M.4P4; CQMtMJMT PAN!'1 �}Q_122]?7 _._.._:.x.e DATED 8-15-W PROFFESIONAL, I..W0' 4VEYORS surf YECS 0191M69E9l-1 2000- 1$44 NALM n+A& SCALE: 1` : 20' i' v... . .n�ie"flec.13 ; 5:36p. -., •qui '�in71c�p"��,rir.��i`nnn� • >>•ian