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Permit 601 Pardise Cir (vault) i I - CITY OF ATLANTIC BEACH D EPARTMENT OF BUILDING 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247 -5826 - FAX: 247 -5877 * °, .I!. 0 . I - _ AT .i O j� �: ; 1 Permit Number: 22146 Address: 601 P ARADISE COURT Permit Type: UTILITIES ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): 1 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: 0 ' 41 .w . ' ; Date Issued: 6/12/2001 Name: BESTCON INC. Total Fees: 25.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 6/12/2001 Phone: (904)246 -3747 Work Desc: CAN FACILITES AT & T BROADBAND , _PERMIT , . . 25.00 S '° ,� sir . z - FINAL ; s NOTICE 4 INSPECTI N ,, ST BE REQUESTED AT LEAST 24 HOURS PR( R TO INSPECTION BUILDING MATERIAL; RUBBISH A D: DEBRIS FROM THIS WORK MUST NOT B L CED IN PUBLIC SPACE, AND MUST BE CLEARED UPAND HAULED, BY EITHER CONTRACTOR OR ER "FAILURE TO COMPLY WITH Tb#E� TRUCTION LI A GAN RESULT IN THE PROPERTY OWNER PAYING E OR k ROVE S "& 1 ISSUED ACCORDING TO APPROVEb`'PL,A► 1 11t 1CPI, RF 'PART)F THI6 P IT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVI$T6 ,,„0 1AW` „„ ....-' (------; ? C - 1 ' 3 ') / ,, `t $25.00 0064560 }} ATLA TIC B � � CH BUILDING iNG DEPT. Date: 6/13/01 01 Receipt: 23630 001000032 1800 CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CfTY RIGHTS OF WAY AND EASEMENTS DATE 1 \ ©∎ PERMIT NO. ISSUED BY THE CITY JOB ADDRESS, RC'9_C C`+. ( Q* Q VALUATION $ PERMTT'TEE C\--'K. ( -4 \ OO r -\ PERM= ADDRESS ka ,D 3 \ F X P c_ L V 'C. P C -c. \V , c-,kP \( TELEPHONE NO.C L4 \q-- a1 S \ S REQU ESTING PERMISSION FROM THE CITY OF ATLANTIC BEACH TO CONSTRUCT CS T N - C 0 kVZ-. -�E' S LOCATIONS: (REFERENCE TO CROSS-STREET) I . APPLICANT DECLARES THAT PRIOR TO F1IJNG THIS APPUCATION HE HAS ASCERTAINED THE LOCATION OF ALL EXISTING UTILITIES, BOTH AERIAL AND UNDERGROUND AND THE ACCURATE LOCATIONS ARE SHOWN ON THE SKETCHES. A Lai itR OF NOTIFICATION WAS MAILED TO THE FOLLOWING UTILITIES /MUNICIPALITI : JACKSONVILLE ELECTRIC AUTHORITY YES ( -) No ( ) DATE: ( /A)/ BELL SOUTH TELEPHONE COMPANY YES (✓) No ( ) DATE: in FERRELL GAS YES (./f No ( ) DATE: s 0 Q MEDIA ONE CABLE TV YES ( ) No (-1 DATE: s 0 2. WHENEVER NECESSARY FOR THE CONSTRUCTION, REPAIR, IMPROVEMENT, MAINTENANCE, SAFE AND EFFICIENT OPERATION, ALTERATION OR RELOCATION OF ALL,. OR ANY PORTION OF SAID STREET OR EASEMENT AS DETERMINED BY THE DIRECTOR OF PUBLIC WORKS, ANY OR ALL OF SAID POLES, WIRES, PIPES, CABLES OR OTHER FACILITIES AND APPURTENANCES AUTHORIZED HEREUNDER, SHALL BE IMMEDIATELY REMOVED FROM SAID STREET OR EASEMENT OR RESET OR RELOCATED HEREON AS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS, AND AT THE EXPENSE OF THE PERMITTEE UNLESS REIMBURSEMENT I5 AUTHORIZED. 3. ALL WORK SHALL MEET CITY OF ATLANTIC BEACH OR FLORIDA DEPARTMENT OF TRANSPIRATION STANDARDS AND BE PERFORMED UNDER THE SUPERVISION OF ("'/)'- V C\ (CONTRACTOR'S PROJECT SUPERINTENDENT) LOCATED AT LQI03\ F \(f(` L e Q .TELEPHONE NO ..1,D \C\ - •A S \ T 4. ALL MATERIALS AND EQUIPMENT SHALL BE SUBJECT TO INSPECTION BY THE DIRECTOR OF PUBLIC WORKS OR HIS DESIGNEE, 5. ALL CITY PROPERTY SHALL BE RESTORED TO ITS ORIGINAL CONDITION AS FAR AS PRACTICAL, IN KEEPING WITH CITY SPECIFICATIONS AND THE MANNER SATISFACTORY TO THE CITY. 6. A SKETCH OR PLANS COVERING DETAILS OF THIS INSTALLATION SHALL BE MADE A PART OF THIS PERMIT. 7. THIS PERMITTEE SHALL. COMMENCE ACTUAL CONSTRUCTION IN GOOD FAITH WITHIN DAYS FROM THE DAY OF SAID PERMIT APPROVAL AND SHALL BE COMPLETED WITHIN DAYS. IF THE BEGINNING DATE IS MORE THAN 60 DAYS FROM DATE OF PERMIT APPROVAL, THEN PERMITTEE MUST REVIEW THE PERMIT WITH THE DIRECTOR OF PUBLIC WORKS TO MAKE SURE NO CHANGES HAVE OCCURRED IN THE AREA THAT WOULD AFFECT THE PERMITTED CONSTRUCTION. S. IT IS UNDERSTOOD'AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SET OUT ARE GRANTED ONLY TO THE EXTENT OF THE CrTY's RIGHT, TITLE AND INTEREST IN THE LAND TO BE ENTERED UPON AND USED BY THE HOLDER, AND THE HOLDER WILL, AT ALL TIMES, ASSUME ALL RISK OF AND INDEMNIFY, DEFEND, AND SAVE HARMLESS THE CITY OF ATLANTIC BEACH FROM AND AGAINST ANY AND ALL LOSS, DAMAGE, AND COST OF EXPENSES ARISING IN ANY MANNER OF THE EXERCISE OR ATTEMPTED EXERCISES BY THE HOLDER OF THE AFORESAID RIGHTS AND PRIVILEGES. 9. THE DIRECTOR of PUBLIC WORKS SHALL BE NOTIFIED TWENTY-FOUR (24) HOURS PRIOR TO STARTING WORK AND AGAIN IMMEDIATELY ( UPON COMPLETION. SUBMITTED BY: �� C- , 4 (P E COR - •• - TE SEAL IF APPLICABLE) �M "" LIEN W. SISSON 1 S . ' ,� F A , )14 to • �'" }� BITE, � �fiR IaME THIS I ' s - ...' My comm. expires April 30, 2004 .N ' illtLlnEIIIIIIM. 41:41. Comm. No. CC 932016 NOTARY PUBLIC PARADISE CT. COUNTY PERMIT • PLAN VIEW ivy SCALE : NONE So R/w 10' EASEMENT 25' 25' 10' EASEMENT , . 13.5' 10' 10' j..1 115' I J 1 ' 5.5' S.S' 1' 4' 5 S WWII U 1 �' A' IIT S E 1' ' T ) 1 TYPICAL "A" PROFILE an ./• (NOT TO SCALE) 5/0 1 1 © t,' _ a T I ALL ROADS INDICATED r ' PROPOSED UNDERGROUND j CATV PACILMED 1 v" — — -- — —' P110P.CA75 V 0 _ - 11 ■: - CA ./ -;, C - 11 - - .n >W MP. CAT - MOP. Cm TYPICAL U/G PLAN VIEW (NOT TO SCALE) r4 4.1 41 CI PROJECT FINISH I NEW U/G II I ■ CATV FACILITIES I 621 61 617 615 613 611 609 607 605 603 601. II � p � , � 1 X 100, .. X+ 103' 1 '� - • o E R/W VARIES • - " 0— ` - - -� 3 lJ • IN- THIS ARE x I C� PARADISE CT AU 1 • .'o _ � 1p41 • X 101' - - -� x 100' 100' 72' ■ I s • X X • 622 620 r 618 616 614 612 610 608 606 604 602 O E PROJECT START I I . PROPOSED U/G a 1 CATV FACILITIES NEW U/G • CATV FACILITIES I a a \ \ \:, c:4 W W .ft,... MIUMMENIMMINNIMININ flfAAADA ►I l;weNet ,is vwhvDou I�1ey Ave 1V110 6631 EXECUTIVE PARK C7. N. SUITE 104 1532 C+rRng bark; FL 32073 R 1 - AULT JACKSONVILLE FL, 32216 (904) 215-6002 catv(acorenet erviceS.COm PARADISE CT. COUNTY PERMIT PLAN VIEW V. 50' R/W V• SCALE : NONE 10' EASEMENT 25' 25' , 10' EASEMENT 4 13. . .5 10' 10' I. 13.5' J A ' 5.5' S.5' I 1 1' 4' 5 $ 1[9 �� Y t' s 1' r ' Y illli .,, . ,,,,„,,,;,‘„,,, , , . „,..„..,..„,,,, ; .7„,:.,,,,,..„,....,.. ... , _ . . , TYPICAL "A" PROFILE V. (NOT TO SCALE) VW 4. • 1 0 0 1 A T • 1 ALL ROADS INDICATED r A 5 `; PROPOSED UNDERGROUND CATV PA IL ./v — - _ - V. 55OP. CAT I - I i ./C 11/C It_ 2A I IMO - - n . VW F P.P. CAT, - HO►. CATP 1 TYPICAL U/G PLAN VIEW \\ \ (NOT TO SCALE) r 4 w w PROJECT FINISH I NEW U/G I CATV FACILITIES 1 621 619 617 615 613 611 609 607 605 603 6010 .. (~ 1 R/W VARIES , % o — _— 102' x�` 100 x{] 103' b 100' x IN. THIS ARE E PARADISE CT O '• /0 ___.0 1p4 - '. X 101' 0 100' 100' X 0-7-27'. 622 620 618 616 614 612 610 608 606 604 602 O PROPOSED I G PROJECT START I CATV FACILITIES NEW U/G a CATV FACILITIES I a \ \ \� I4 W W G DfAA 'tin A ...D. re t D11VM L11/111111 U1 1532 Kinigeley Ave #110 R 6631 EXECUTIVE PARK CT. N. SUITE 104 Orange Park, 32073 R AT&T JACKSONVILLE FL, 32216 (904)215.6002 _ ., 4 11'.;-:,, . CITY OF ''1► Y 800 SEMINOLE ROAD °9 ATLANTIC BEACH, FLORIDA 32233 -5445 /. TELEPHONE (904) 247 -5800 . FAX (904) 247 -5805 SUNCOM 852 -5800 DATE 4 -30 _ DI 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 I 4 6 0/ P4 rj,e Please call me at 904 - 247 -5826 if you have any questions. Sincerely, s AT A NTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY n This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structun compliance with the various ordinances of the City regulating building construction or use. For the following: 601 PARADISE Owner: BESTCON INC. Address: ATLANTIC BEACH, FLO32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 21229 Date: 5/17/2001 i 4 DON C. FORD, C.B.O. 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 time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 601 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: 21229 Date: 5/15/2001'• DON C. FORD, C.B.O. 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 time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 601 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: 21229 Date: 5/15/2001 DON C. FORD, C.B.O. Post in a conspicuous space May. 2001 11 55A BESTCON, Inc . No 2728 P. 1 B ESTCO/V, I B Inc FAX / MEMO from / Attn: olt BESTCON, Inc. Company: 8_,y(fhehc ,E� [,LJ 2440 South Beach Parkway Date: 5 - _ / Jacksonville Beach FL 32250 Fax Number: 904 246 -3747 • Fax 246 -7126 Subject: a 'a/WAG i J Number of pages, including this cover sheet: o Urgent o For Review o Please Confirm Receipt o Please Reply Message: / J /11 ,r/ ' /.' / .. ' �/ /7fl•/ /,L1 `,/ k' 1 4414 / 1 - 6 Mav,23. 3301 11.554 BESTCON, Inc. No•273B P. MAP SHOWING BOUNDARY SURVEY OF LOT 1 AS SHOWN ON MAP OF PARADISE COVE AS RECORDED IN PLAT BOOK 53, PAGES 82 & 82A OF THE CURRENT PUBLIC RECORDS OF DUVAI COUNTY, FLORIDA. FOR! BESTCON, INC. BEARING REFERENCE: BEARING SHOWN ON RIGHT - OF - WAY UNE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. OFFICIAL RECORDS VOLUME 4898, PAGE 235 S89'47'58 "E 61.75' of 0.4' 0.2" ` 4" ,RE FENCE Vl L 0 T 1 0 O • 01 N N W CV cD 0 7 10 K T" 13.2' P1 A Z 20.0' 11 P, P < W 148' • 13.r A __' 1 3 =0 0 1 A O we W m o m 0 0 R /� 0 4 a- a CP A N v0 0 N -J 0 O 3.9' Z la tt,G' 13.7' I”. v 13.2' 18.o' - N ry PA A s 4 4 •04,- .,4jryOA S89'21 '01"E P° cap 4 1a 36.34' G, 3, o PARADISE COURT (60' RIGHT OF WAY) FOUNDATION SURVEY: 2 -12 -2001 NOTE: FOUND ALL IRONS, EXCEPT A$ NOTED 1 HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE LEGEND: MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17 -6, FLORIDA a FOUND CONCRETE MONUMENT ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STA,TUTES), AND FURTHER CERTIFY THAT 1 t /Z; F01)14) IRON (NO CAP) THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. 0 1/2 SET IRON - LB 1704 B.R.L. MURK RESTRICTION LINE 4 CENTRAL ANGLE OTF: THE L0 SURVEYED HEREON APPEARS TO LIE WITHIN FL000 0 RADIUS N CLARSON AND ASSOCIATES. INC. L ARC LENGTH ZONES 11 AS SCALED FROM TIE R000 INSURANCE RATE 1841 NAL00 AVE.. JACKSUNNLLE, FL. 32207 CM CHORD P.C. POINT OF CURVATURE MAPS, COMMUNITY PANEL N0 120075 - 00010 , DATED 4- 17 -65 P.T. POINT OF TANGENCY P.R.C. POINT OF REVERSE CURVE /! P.C.C. POINT OF COMPOUND CURVE SURVEYED JANUARY 8 , 2001. L,L�/�/ FO uw P. Fo WRIGHT- OF-WA . OFFICIAL ,,,... DS E SCALE: 1" 20' "'��""""""DDD"' RECIS SURVEYOR NO. 4487, FLORIDA JE A. Viet Ettc111iC tAic FIELD BOOK 824 PAGE 59. 61 JOSE A. HILL JR. RC° ' CONCRETE PPE i CENTERLINE SURVEY NOT VALID VATMOUT EMBOSSED SURVEYOR'S SEAL `. 1 a - P+1 1N. RETURN r ONE Book 9961. Page 2426 THIS INSTRUMENT PREPARED BY: Deborah W. Taylor, Esq. Blankenship Law Firm, P.A. 1300 Marsh Landing Parkway, Suite 108 Jacksonvilk Beach, Florida 32250 Oaell 9961 95362 look: RECORO AND RETURN TO: pr 2426 — 2427 Filed i Retarded Blankenship Law Firm, P.A. 04/24/2001 09:08N50 AN 1300 Marsh Landing Parkway, Suite 108 JIM FIJJIR Jacksonville Beach, Florida 32250 CLERK CIRCUIT COURT OM COUNTY TRUST FUR f 1.50 NQTICE OF COMMENCEMENT • 100 PERMIT NO. I C) TAX FOLIO NO. k l$6 — 1.105 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, FL 32250 Phone: 246 -3747 Fax: Owner's interest in site of the improvement: Fee Simple 4. Fee Simple Tide 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 713.13(1 Xa)(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(1)(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 (I) year from the 6) 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 the Florida Statutes. BEST' ON N By: ul W. Nrcho s, its President STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this 0` / day of , 2001, by Paul W. Nichols, President, Bestcon, Inc., a valid Florida corporati , on behalf of the corporation. He is personally known to me. // ,, Notary Public (SEAL) ItEIDEWOi- 00 Commission No.: mown mug -aplfl My commission expires: YYW 101810M110.iJI?T{i 'd LLLLC N ' 'NO31S38 lvt1:ll 1000 u'HJV CITY OF 4I1a,tic Beach-I/01'4 Office of Building Official .-.. ✓ c REQUEST FOR INSPECTION Date / Time / ^ ^ Received A.M. Permit No. �[ 1 P.M. Jo�ddress fiq •/ ' / — C Owner's Locality Name / ies� h Contractor BUILDING CONCRETE �� ELECTRICAL PLUMBING MECHANICAL e 'oofing ❑ Footing ❑ Cond. & Insulation Slab R ough Wiring ❑ Rough Slab ❑ Final ❑ Temp Pole C Top Out ❑ Air tingd. & ❑ ❑ Sewer ❑ Fire Place ❑ Heating READY FOR INSPECTION Fre Pl Mon. Pre Fab Tues. Wed. Thurs. Inspection Made Friday A.M. . Inspector P.M. Final Inspection ❑ Certificate of Occupancy ❑ Date P ic) CITY OF Pe ]` ` Office of Building Official \ REQUEST FOR INSPECTION Date 3 v ( l Permit No. d' 50 Time elf -o A.M. Received P.M. (..oC I,RCCI cvr CA— Job Address � Lo oc calit ty y ' � me Owner's Contractor )3 ` - ^' (-1_b l CONCRETE I EC ELECTR PLUMBHN� Framing Footing ❑ Rough Wiring Rough Re Roofing El Slab ❑ Temp Pole r Air Cond. & Insulation ❑ Lintel El Final ❑ Top Out 7 Fire Heating ❑ Sewer CI Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thu rs.� A.M. 60,A45-*"‘ Friday Inspection Made A. Inspector / �/�eO � Final Inspection ❑ / Certificate of Occu ancy ❑ Date 3 r - 0 t • Book 9961 Page 2425 FILE: NOC LEGAL DESCRIPTION Lot 1, PARADISE COVE, according to plat thereof recorded hi Plat Book 53, pages 82 and 82A, of the current public Records of Duval County, Florida. Form Software by Automated Real Estate BINloss. Inc. 1.000-10.1205 NOC L d LLLI aN out `•O31S38 VIOL 11 IOOZ t6 ady . t. CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247-5826 - FAX: 247-5877 LOCATION INFORMATION PERMIT INFORMATION Add 601 PARADISE COURT Permit Number: 21501 ATLANTIC BEACH, FL 32233 Permit Type: MECHANICAL Township: Range: Book: Class of Work: NEW Lot(s): 1 Block: Section: Square Prpuaed Use: SINGLE FAMILY Subdivision: PARADISE COVE Estt. . VaalgValue: u Parcel Number: Est. OWNER INFORMATION Improv. Cost: Name: BESTCON INC. Date Total Fees: 2/23/2001 Address: 2440 SOUTH BEACH PARKWAY Total Fees: 47.00 JACKSONVILLE BEACH, FL 32250 Amount Paid: 47.00 Date Paid: 2/21/2001 Phone: (904)246-3747 Work Desc: Install New Heat & Air System P N EES . F CONTRAR(S) . r . �" . v ," , ,, A r k , MCGOWAN'S HEATING & AIR CO .� ..0 D. PERMIT 47.00 inspectiOns Required ., 1 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 "FAILURE TO COMPLY WITH THE CONSTRUCTION DG LIEN LAW CAN IMPROVEMENTS" IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING ISSUED ACCORDING TO APPROVED PLANS WHICH ARE LAW. PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF C` f r /---) >I47.8914 Date: 2/26/01 01 Receipt: 8837343 A LANT BEACH BUI NG DEP CHECKS X1814 OVINN883221801 ., di 2 tOLd Q/ 3C)37 , .. BUILDING AND ZONING INSPECTION DIVISION ' CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL -IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. • I LOCATION Street . i 0 ( •O ir / / 1 1 OF Intersecting Streets: Between y ff And BUILDING (� it. (1;�1� t.:Q i Sub- division II. IDENTIFICATION' - be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good .practice listed therein. Name of Mechanical McGowan' s Heating_ & Air— Contractors Contractor (Print) Cond. Inc . Master CACO - 18970 Name of aQ040 S. Beach Pla04 N-48 Property Owner 6QS > lOIXi2S UQx Tail 3L25Z Signature of Owner Signature of or Authorized Agent a4 2.. .,,� Architect or Engineer ' III. GENERAL INFORMATION A. 13. of heating fuel: B. ►J IS OTHER CONSTRUCTION BF,9NE G ON $I Electric THIS BUILDING OR SITE? Q Gas — ❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION-, ❑ Oil PERMIT r9ag /, Q Other — Specify IV. MECHANICAL EQUIPMENT TO SE INSTALLED NATURE OF WORK r (Provide complete list of components on back of this form) P Residential or ❑ Commercial 1 Heat ❑ Space ❑ Recessed X Central 0 floor X New Building Air Conditioning: ❑ Room ,la Central ❑ Existing Building 1/0 Q Duct System: Material Thickness ❑ Replacement of existing system } !� Maximum capacity e.f.m. New installation (No system previously installed) r Q Refrigeration ❑ Extension or add -on to existing system h r ❑ Other — Specify ❑ Cooling tower: Capacity g.p.m. • ❑ Fire sprinklers: Number of heads Q Elwater ❑ Manliff ❑ Escalator (number) THIS SPACE POR OFFICE USE ONLY ❑ ; Gasoline pumpe (number) (Received) D. Tanks (number) Remarks ❑ LPG containers (number) ❑ Unfired pressure vessel Q »n Permit Approved by Deh Q Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Volta ,. Description Model Number Manufacturer � ei tacturer ('1�ons) C., Co./ 4 ii,-/ 1 0 T4(a J rod - 6''.4 e .,c .2 r S / d • 0 I CITY OF ) L (. L l r� sll each — ��viic Office of Building Official REQUEST FOR INSPECTION Date I>.1 D 07 /3 3 t� "1 Time Permit No. Received ° '�L A.M. P.M. Job Address Locality Owner's 7 Name i"..) i q/ C , 7 Contractor L-4 (713D1CDTI CONCRETE ELECTRICAL PLUMBING MECHANICAL hraming ❑ Footing ❑ Rough Wiring ❑ Rou Pole O ❑ Air Cond. & Re Roofing ❑ Slab ❑ Temp Insulation ( Lintel El Final ❑ Sop Out ❑ Fire Heating a -� ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. T / Wed. Thurs. Frida 40, Inspection Made ' Inspector � � � _ Final Inspection ❑ / Certificate of Occupancy ❑ Date 3 — .2.1 Qi j/ /� �/!��/t // CITY OF YAj / " lam 7IIaa is /�/� - I ` •' , :J 1 Office of Building Official REQUEST FOR INSPE = 0 f9(s-G` Date l . V Per t ' ' ., C 4' 10 (39 Time i / r� A.M. Received l I rT PM. (S) 0I ' PAP = C71 Job Address � _— Locality /p Name Owner's Contractor / / ' L. ,}� BUI CONCRETE ECTRICAL Framing ❑ Footing ❑ Roug " inng ❑ Rough ❑ • -• • . c ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. T Wed. Thurs. Frid y/ 0111 Inspection Made .•••_ 7 P.M. ,ice Inspector / /a- `�.c... Final Inspection • Certificate of Occupancy ❑ D/ S_ �' � Date 2 " oD CITY OF ?411a4c /3 k -ll Office of Building Official / REQUEST FOR INSPECTION Date [ 5 / Q(o "CC ( Permit No. 014/.9a Time A.M. Received P.M. LOO/ use d--' Job Address Lo calit y Owner's ' �i lS► ' 1 • ( Ji e Name . . r Contractor BUILDING CONCRETE ELECTRICAL MECHANICAL Framing Li Footing El Rough Wiring Li - • • - - ❑ Air Cond. & ❑ Re Roofing El Slab P. Temp Pole ❑ Top Out C � Heating Insulation El Lintel ❑ Final El Sewer ` � \ Fire Place ❑ Pre Fab _ 67.y READY FOR INSPECTION Mon. Wed. Thurs. Friday FM. Inspection Made �4■01r 43xv. Final Inspection ❑ Inspector .. - - /�... , Certificate of Occupancy ❑ / Date 3 --26 of CITY OF ,411cor4ic Beach-4/(041A Office of Building Official REQUEST FOR INSPECTION Date (.) - Permit No. _ _ Time % /� ( A. Received [ C%' 1 Cp 0 1 x/44-c - . . Job • - fires ' • 1 A i l , P Owner's f, Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL raming ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing LI Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel /� /� ❑ Final ❑ Sewer ❑ F e Faace ❑ i s/I I READY FOR INSPECTION -LH N A.M. Mon. Tues. `j 4# ed. Thurs. Friday P.M. ~ A.M. ��i Inspection Made /ice � � �� Final Inspection ❑ Inspector `!�� `� �"" '� �_,y.y Certificate of Occupancy ❑ �c /�y 1 ° .(-- Date 3 -43 W CITY OF teilla d c Beach-I/ow& Office of Building Official REQUEST FOR INSPECTION Date - V / � �f ' � ! J`r ' (� Permit No. Time (/ / A.M. Received P.M. 00/ al/t '1l c-iL: Job Address il Locality Owner's �/ Name Contractor � � & 1 1Y C BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing 4/1 Footing ❑ Rough Wiring C Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole Li Top Out ❑ Heating • I I ' n ❑ Lintel ❑ Final 17 Sewer C Fire Place ❑ READY FOR INSPECTION Pre Fab a Mon. Tues. Wed. Thurs. Friday Inspection Made A.M. P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date OLANTj IZ* , c am NOTICE OF ADDITIONS or CORRECTIONS DO NOT REMOVE DATE JOB ADDRE ! �O/ 60 � /`� i / � THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted a (1 / • 'h i te G ` g $15.00 REINSPECT FEE er I is unlawful for any Carpenter, Contractor, Builder ofto persons, to cover or cause to be covered, any p proper with flooring, lath, earth time time to approve the'instalplation. inspector has had ample After additions or corrections have been made, call 247 -5826, Building Depart- • ment for an inspection. Field Inspectors BLS / are in the office from 8:00 a.m. to 5:00 . �� p.m. Monday through Friday. *.Z- � b6 CITY OF 4/14atic Aeac4-1 , - . l Office of Building Offic' - t) AP �// �} l l REQUEST FOR 1 - \ " :01 Date t c 6/ ��I • as ! Time 3 :06 A.M. w of AU C 8Z�1. Received P.M. Job'A-ZfdFer ocality Owner's _01.2 (3..e--,4---3-.1 Name *� Contractor BUILDING CONCRETE ELECTRICAL _ PLUMBING MECHANICAL Framing ❑ Footing ❑ ing ❑ Rough ❑ Air Cond. & [_7 Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation El ❑ ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FF.INSPECTION A.M. Mon. Tues. Thurs. Friday P.M. AV Inspection Made .. 0 • "Aid._ V Inspector a�: l _ _ Final Inspection ❑ Certificate of Occupancy ❑ 5/5; '7` 7 6 Date ge --• • ■ W Dr ALANr y � .:':,4 _ 'I omovk NOTICE OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB ADDRESS Q Y DATE do f /r /5e CN 7 LL -)2s--Of THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted /1 D,SPDScr ( D AoOk- p -kp (00-re 11A." : it kH d a r ci k) 0 eece 4. .c e nn-f- I As fle i n c,l € (ecposeJ wires) 0 5a4ti /'oi n.. fi X -1- use n(34. r0Nco - ed. /9hP rtKoiar Ws'tr 4 - 1 l - 0 - -cure I Al OLS -[ r a f . 0A t hi%.SSI(hC or ceu efeJ A• W. Gar ner - n CI sA.Al roowi ( as per God e )( $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBING made, call 247 -5826, Building Depart- ment for an inspection. Field Inspectors are in the office from 8:00 a.m. to 5:00 �� BLDG dr p.m. Monday through Friday. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247 -5826 - FAX: 247 -5877 PERMIT If�AT1ON - - - LOCATOON`4NFORMATION ,_ - -- Permit Number: 21229 Address: 601 PARADISE COURT Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): 1 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: 90,000.00 : OWNER:1NFORMA TION Date Issued: 12/29/2000 Name: BESTCON INC. Total Fees: 2,768.16 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 2,768.16 JACKSONVILLE BEACH, FL 32250 Date Paid: 12/29/2000 Phone: (904)246 -3747 Work Desc: CONSTRUCT NEW HOME PER PLANS HSF 1315 CONTRAG `SF 7 >.:.._ : .% .; l H FEES - BESTCON, INC. - PERMIT 630.00 WATER IMPACT FEE 430.00 SEWER IMPACT FEE 1,250.00 WATER METERITAP 85.00 RADON GAS -K R.S. 6.25 RADON CAB 5% 0.33 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 5.92 SCHARGE/ATL. BCH. 0.66 TREE BA' - AD FOOTING /SLAB FRANING /COVER -UP FINAL BUILDING CERTIF./OCCUPANCY INSULATION i 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. g t Operator: CHERYLE A TIC B ` EACH UILD DEPT. Total Paymen $ Date: 01 01 Receipt: 0025142 Dstai Flinita1 81 Receipt: /04i6 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD -ATLANTIC BEACH, FL 32233 - TEL: 247 -5826 - FAX: 247 -5877 PERMIT 4NFORMATIOItt' 0 10 N MATI4 Permit Number: 21229 Address: 601 PARADISE COURT Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):1 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: , Parcel Number: lmprov. Cost: 90,000.00 OWNERINFORMATION Date Issued: 12/29/2000 Name: BESTCON INC. Total Fees: 2,768.16 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 2,768.16 JACKSONVILLE BEACH, FL 32250 Date Paid: 12/29/2000 Phone: (904)246 Work Desc: CONSTRUCT NEW HOME PER PLANS HSF 1315 CONTRA: ' " $ _. _: �� . �; `- x �PIlitF?F FLEES BESTCON, INC. PERMIT 630.00 WATER IMPACT FEE 430.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 85.00 RADON GAS- H.R.S. 6.25 RADON CAB 5% 0.33 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 5.92 SCHARGE/ATL.BCH. 0.66 .tc 't` 4 u6Ra.: —,r «.',:+ x sos�:r". e.- ' TREE BA" R AD FOOTING /SLAB FRANING /COVER -UP FINAL BUILDING CERTIF /OCCUPANCY INSULATION NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIQR 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: CHERYLE - Date: 1/10/01 01 Receipt: 0825142 A T BEACH UIL Total Payment $2768.16 Mai P141(041 81 Receipt: iiiR4i6 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address (Q \ p i1-A, P t F CO S a t Date 7- -OCO i Heated Square Footage i 3 ( S @ $ per sq ft = $ Garage/ Shed @ $ \J per sq ft = $ Carport /Porch @C per sq ft = $ Deck (c< per sq ft = $ Patio • @ $ per sq ft = $ 0 TOTAL VALUATION: $ Q coo 9 () cWa0 ,(ti $ -24,o c" Tota). Valuation 1st $ So ® 0G� Remaining Value $. per thousand or portion thereof TOTAL BUILDING FEE $ '`f.-Z(3 00 + 1/2 Filing Fee $ Q/ b ( ) Fireplaces @ $15.00 $ --'7)--- BUILDING PERMIT FEE $ C,..3 O WATER IMPACT FEE $ if3 • SEWER IMPACT FEE $ l2-SO WATER METER /TAP $ Fs" CAPITAL IMPROVEMENT $ 3 SEWER TAP $ /3/31 (HRS) .0050 $ ( 2 ,3 SECTION 1 PAVING ( ) $ -"IS HYDRAULIC SHARES $ C) CROSS. CONNECTION $ 3S K43) SURCHARGE .0050 $ 5. 9 / 2 - 6 G OTHER $ •� GRAND TOTAL DUE $ 1 608 /6, ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric /New Electric /Temp ;SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and /or NOTES: T PROPERTY DESCRIPTION RECEIVED `. # 1 , Blo k # '' , S tion # n• 1 1 ?ON) ,division: /"Q.4 Cep w_ City of AflOiritIti gONch Street Name ,#„� /-) , � x DES( 1j� A or Address . N, V /", 0 42.- (If in a FLOOD HAZARD Flood Zone: area complete page 3) Bri cription Ad& St.itq.�i..�GZr Class of W rk: ew V Remodel /Addition: `/ ZONING INFORMATION Type of Construction: W& OL frQ/'K2. Zoning ` ^ Proposed ' District: kS )._ Use: S Estimated Value $ Exceptions or Variances Materials: "e3i ach LI. s Granted: „ / / �}( Solid or (filled • Ground: Roof: Method of Heating: BAisf c OWNER INFORMATION BESTCON, INC. 2440 South Beach Parkway Property Owner: Phone: Mailing Address + 904 246 -3747 Zip: • CONTRACTOR INFORMATION BESTCON, INC. 2440 South Beach Parkway Contractor: Phone: Mailing Address: + 904 246 -3747 Zip: STATE LICENSE NO: aec 6 g236 Dateration 0• ?/. 0200j/ 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 SUP TING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE `` U '" - 2/-) e -2 D Contractor Signature J „ DATE ft" 320.. IN TO AND SUASCRIBED BEFORE ME BY _ ; L C Le -,AO,/5 THIS Jo DAY ©o 0 , 199 4 121 -de.- /0 0 NOTARY PUBLIC Ay • ( ix c,s5rerc re'.r 42.2e. <*' .7 ( irz //1 -1 -SSt ox. • &4'/77/.2 1 : R" q V'eS - 4 t72 : a i 4E. : 1 1 nHi 0002- I a - D3a DEC 0 '00 1631 CLARSON 095 R02 --...---. i .'. . . . • MAP SHOWING PLOT PLAN otltrii. - 0f , f -I 1 SRO WN N ; E AS REc IN PI AT RPADFR . :VI-I OF rnE CUT P' " ' IC RE ' " ‘QTRD! vh DUVAL I NTY n_om0A. INEN: leasSTcoN. INC. ! i BEARING REFERENCE: BEARING sHort ON SKINV-OF-WAY , NEREON (S rnr sAmF As snow O Tur Auovi, p„icer Ft AT, i i ' . 1 . , • OFF1CtAL RECORDS VOLUME 4895, P 4GE 235 -........0 - 0 . S89'45'58"E I ,1 ' I - :." . I o __ , fl, . 4 .27181.75' 4- (8- , 4 . .-,. • ("I 0 ' gm . .4). 44IF( 'k. i 1 - 04 le) CO or) (in .„1 lip Oa") 40 (V ) , - . 001 (1' ) - - - 1,9" WC" — - -444 — - "id - 117 4 ") ((e') 7 ii N : - .() , z , • •' -- (*V "r 1 LIGIONDI 0 tux ot i CA i (41 I 0 AN : .):i ; K • 3" • ' 20.0. (4 .. : ($: , . 1 .......- 'c ® TOR OM Pri*,,4 1 cit ittIPLX OAR 41 mAONOLTA I (1180F1 (.4 0 014-,z l if li : 1 i - C4 i A fli . malt ....., ,....:-... , ge SPRILIE 01 r !le, , 0 b it,,,..,_ . 3 ea IAN IP/MA 0 0 - .' Cr • at TRIPLE won r I, V . . PEAR S I n ' 0 0 . ,o- i •:. f.•• - /5 -: • ...ET«. 0 I 4-) - "4 ttire • P1Hr 0 CO b ■ ___............--- „IF PALM i lel rri 11„,.. c5;; e l CAUPPOR 151 '- 4 -. -,. . 4 ' ' # b I Y rt.T ,.,' I I I g , (T4 S89 9'01" : p° ..• el ri.b;,,,,i I 3p _ 3 4. -..,,,,, i 22: \ .-------- PARADISE COURT (IO MONT OF WAY) • • , ,....,......__ ticalt_ THE UW SUIVEAT HEREON AHrh.ANti I t) Lt. PINS FLOM, 204E5 'X' N31 SCAM eltOIA ViE FLOOD anunma RAIE WPS. COMMUNITY" PANEL Noi, viliTIN - OONTO, cArED 4-17-P4r, SIJRVEYE0 DECEMBER 13 . 2000 SCALE; 1 " st 29' -n ' . Aare, ;P!Irl• ,,, it - A•tch;14 '. ...:. c iz, ■ 1- V , R , t.,•10 • t 0' PREPARED MARRON AND ASSCitlA lige, ngel PROFFESIONAL LANt :1,1,114VEYORs 1g4,1 r4ALD0 Avi4ii . JACKSONvILLE. PL, 72207 .,''' • I4r,''',1 0 .,` 2 ,............, , ,1:7,..0,•)CP,, , 7 ......_ FLOODPLAIN DEVELOPMENT INFORMATION Location:: / z: //,e- ( t) Type of Development: /€522 Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25 -7 -11 and all other laws or ordinances affecting the proposed elopment. Date Applicant's Signature , �--- Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative tr 1 8 -0 -0 - 39-4 -8 - -- i_ I I I I_ , 1 1 4 1 I i 1 , 1 5 I I O -- i 11 1 Il 1 j _ II I ti \ i 1 I 1 • I , 'I I I !I I I II ! I it Order T -Off Sheet ,- DATE 11/06/00 PAGE 1 REQ. QUOTE DATE 10/31/00 ORDER # J010306 ORDER DATE 10/31/00 QUOTE # J010306 DELIVERY DATE 6,1 Builders DATE OF INVOICE 12/ 1/00 ACCT # 35619 CUSTOMER PO # MA ■ 1 irstSource ORDERED BY INVOICE # TERMS SUPERINTENDANT SALES REP JOHN R SMITH JOBSITE PHONE # SALES AREA Jacksonville BESTCON INC JOB NAME:LOT 1 PARADISE COVE LOT # 1 SUBDIV:PARADISE COVE i TRUSS MODEL:1315 TAG: JOB CATEGORY:Roof T , • FL 32250 DELIVERY INSTRUCTIONS: T o (904) 246 -3747 s i SPECIAL INSTRUCTIONS: P O , BY DATE BUILDING DEPARTMENT OVERHANG INFO HEEL HEIGHT REQ. LAYOUTS REQ. ENGINEERING QUOTE / / Duval END CUT RETURN NONE NONE LAYOUT / 1 GABLE STUDS 0 IN. OC CUTTING / / ROOF TRUSSES LOADING TCLL -TCDL- BOLL -BCDL STRESS INCR. INFORMATION 30.0,10.0,0.0,10.0 ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) 1.15 PROFILE QTY PITCH TYPE BASE O/A LUMBER OVERHANG CANTILEVER STUB PLY TOP BOT ID SPAN SPAN TOP 1 BOT LEFT RIGHT LEFT RIGHT LEFT I RIGHT GIRDER 1 4.95 2.83 J1 11 -08 -11 11 -08 -11 2 X 4 2 X 4 02-09-15 - 1 -- GIRDER 2 4.95 0.00 J2 04 -08 -08 04-08 -08 2 X 4 2 X 4 02 -09 -15 J JACK 4 7.00 0.00 J3 01 -03 -07 01-00-00 2 X 4 2 X 4 02 -00 -00 00 -03 -07 JACK 4 7.00 4.00 J4 03 -00 -08 03-00 -00 2 X 4 2 X 4 02 -00 -00 00-00-08 L. 2 7.00 4.00 J J5 1_ 05-00 -08 05 -00 -00 [2 X 4 2 X 4 02 -00 -00 1 00-00 -08 2 7.00 4.00 INVERTED 07 -00 -08 07 -00 -00 2 X 412 X 4 02 -00 -00 00 -00 -08 SPECIAL L � 4 I 7.00 4.00 J7 08 -03-08 08 -03 -08 2 X 4 2 X 4 02 -00 -00 1 L 7.00 4.001 SP J8 06 -00 -00 06-00 -00 2 X 4 2 X 4 02 -00-00 DROP TC GA 1 1 7.00i 0.00] T01 11 -00 -00 11 -00 -00 2 X 4 2 X 4 KING POST 1 7.00 0.00 T02 11 -00 -00 11 -00 -00 2 X 4 2 X 4 GIRDER 2 7.00 0.00 T03 03 -04 -08 1 03 -04 -08 2 X 4 2 X 6 02 -00 -00 - 1 GIRDER ® 1 7.00 0.00 T04 18 -00 -00 18 -00 -00 2 X 4 2 X 6 02 -00 -00 02 -00 -00 11 7.00 4.00 DROP 5 GA 11 -00 -00 11 -00 -00 2 X 4 2 X 4102 -00 -00 02 -00 -00 1 7.00 4.00 SPECIAL 35-00 -00 35 -00 -00 2 X 412 X 4 02 -00 -00 102 -00 -00 SPECIAL 1 7.00 4.00 T07 35-00 -00 35 -00 -00 2 X 4 2 X 4102 -00 -00 02 -00 -00 ,A:701.> 1 1 7.00 4 00 SPT 8AL 35 -00 -00 35 -00 -00 2 X 4 2 X 41_02 -00-00 102 -00 -00 1 - -- - -- SPECIAL 1 � 7.00 4.00 35 -00 -00 35-00 -00 12 X 4 2 X 4 02 -00 -00 102 -00 -00 SPECIAL 1 7.00 j 4.00 T10 35 -00 -00 I- 35 -00 -00 2 X 4 2 X 4 02 -00 -00 02 -00 -00 1 - SPECIAL _- -- - - - 1 -_ - - -- -I ,.!Lti., 1 1 7.00 4.00 T11 35-00 -00 35 -00 -00 2 X 4 2 X 4 02-00 -00 02 -00 -00 1 - -- 1 1 7.00 4.00 SPEC 35 -00 -00 35 -00 -00 _12 X 4 2 X 4 02 -00 -00 102 -00 -00 1 - _ _ " ; DATE 11/06/00 PAGE 2 Order Take -Off Sheet REQ. QUOTE DATE 10/31/00 ORDER # J010306 ORDER DATE 10/31/00 QUOTE # J010306 10 Build DELIVERY DATE 12/31/00 CUSTOMER ACCT # 35619 c DATE OF INVOICE / / CUSTOMER PO # FirstSource ORDERED BY INVOICE # TERMS SUPERINTENDANT SALES REP JOHN R SMITH JOBSITE PHONE # SALES AREA I Jacksonville BESTCON INC JOB NAME:LOT 1 PARADISE COVE LOT # 1 SUBDIV:PARADISE COVE o TRUSS MODEL:1315 A TAG: JOB CATEGORY: Roof D , FL 32250 DELIVERY INSTRUCTIONS: o (904) 246 -3747 H SPECIAL INSTRUCTIONS: is e ., T O f BY DAIE BUILDING DEPARTMEN OVERHANG INFO HEEL HEIGHT I REQ. LAYOUTS REQ. ENGINEERING QUOTE 1 / Duval END CUT I RETURN NONE NONE LAYOUT / / GABLE STUDS 0 IN. OC CUTTING / / ROOF TRUSSES LOADING TCLL- TCOL- BCLL -BCOL i STRESS INCR. ROOF TRUSS SPACING:24.0 IN. O.C. (TYP -) INFORMATION 30.0,10.0,0.0,10.0 1.15 PROFILE QTY PITCH TYPE BASE O/A 1 LUMBER OVERHANG CANTILEVER I STUB TOP BOT ID SPAN SPAN TOP BOT LEFT I RIGHT LEFT I RIGHT LEFT ' RIGHT i SPECIAL 2 7 .00 4.00 1' T13 ' 35-00 -001 35-00 -00 I L I �2 X 4 2 X 4102-00-00 102 -00 -00 SPECIAL j -- - 4 7.00 4.00 T14 35-00 -00 35-00 -00 2 X 4 2 X 4102-00-00 02-00-00] _ --- --� SPECIAL 6 7.00 4.00 T15 L 35 -00 -00 35 -00 -00 2 X 4 2 X 4 -00-00 02 -00 -00 . — .__ �— — ' - SPECIAL ' - I -- - - -- _ 0-0� �_ -- — -- - - - � - - - -- L� 1 7.001 4.001 T16 J 35 -00 - 35 -00 -00 12 X 4 2 X 4102 -00-00 02-0 �I 1 SPECIAL ,- 0°4: — I I -- - I I 11 1 7.00 1 35 00 -00 1 4_001 T17 35-00-00 1 12 X 4l 2 X 410 00 -00 02-00 -00 � 1 1 7.00 4_001 SPECIAL 1 35-00 -00 - 135 -00-00 2 X 4 2 X 4 02 -00 -00 02 -00-00 — _ SPECIAL 1 1 7.00 4 -00 T19 35-00 -00 1 35 -00 -00 2 X 4 2 X 4 02-00 -00 02 -00 -00 _1 -j - -- DROP TC GA 1 7.00 4.00 T20 1 20-00-00 20-00 -00 2 X 4 2 X 4 02 -00 -00 _1 4 1 7.00 4A0 SCITZORS i 20 -00 -00 _l 20 -00 -00 2 X 4 2 X 4 02-00 -00 , l _- 111 1 ITEMS QTY I ITEM TYPE SIZE 1 LENGTH FT -IN -16 I PART NUMBER I NOTES 6 1 Hangers / Roof 1 HUS26 Simpson 2x6 "U" Hanger Trusses 34 Jacks 20 Beams 0 Piggy -backs 0 Others 0 Hangers 6 Valleys 0 Floors 0 TJI 0 l ACCEPTED BY SELLER ACCEPTED BY BUYER SUB -TOTAL PURCHASER: — — � 7 BY: TITLE: I BY: ADDRESS: TITLE: -- DATE OF ACCEPTANCE. PHONE: DATE: GRAND TOTAL %uu , 11ua,.. 1 • l uaa 1 y Jc I LLLY L 1 1 A J010306 J1 I ROOFTRUSS 11 ; 1 93 �___— ____ -- - 4.201 SR1 s Sep 5 X 2 000 tvjiTek Industries, In . – dustri Inc. Thu Nov 09 09:08:38 2000 Pa e 1 P g - 2 -9 -15 I 4_11 -13 i 8 -11 -12 11 -8 -11 { 2 -9 -15 4-11-13 4 -0 -0 2 -8 -15 Scale = 1:35.1 • 1.5x4 II E 3x4 r D 4.95(12 Si 4 cn N C to _ __ —_— - - _–.__ ii 1 1 / r G F 6 0 ° B /. 5x5 = 3x4 = i c, cv H go if 1.5x4 II A 3x4 -2--- 2.83[12 4-11-13 8 -10 -0 1 1 -8 -1 1 4 -11 -13 3 -10 -4 2 -10 -11 Plate Offsets (X,Y): [B:0 -3- 12,0 -0 -91 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I, /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.13 H >999 M1120 249/190 TCDL 7.0 I Lumber Increase 1.25 BC 0.52 Vert(TL) 0.21 A -B >174 1 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.05 F n/a BCDL 10.0 Code SBC /ANSI95 1st LC LL Min I /defl = 240 Weight: 58 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 4 -2 -12 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5 -2 -10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) F=831/0-4-15, B = 585/0 -3 -8 Max Horz B= 458(load case 3) Max UpliftF=- 617(Ioad case 4), B=- 356(load case 4) ' FORCES (Ib) - First Load Case Only TOP CHORD A -B = 28, B -C = -1823, C -D = -963, D -E = 3, E -F = -190 BOT CHORD B -H =1727, G -H = 1726, F -G = 850 WEBS C =101, C -G = -782, D -G =555, D -F =- 1022 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, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7 -95 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) Bearing at joint(s) B considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 617 Ib uplift at joint F and 356 Ib uplift at joint B. S" �� 0"""Ii /ip 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. o`� Qt‘CE A. A BOO LOAD CASE(S) Standard v7 G '� � � 1) Regular. Lumber Increase =1.25, Plate Increase =1.25 = *4_ ��1 47$7 } * Uniform Loads (plf) Vert: A B = _ }Y/1"'` 54.0 S ATE OF :Lk Trapezoidal Loads (plf) Vert: B=- 2.0- to -E =- 158.3, B= 0.0 -to -G= -44.6, G =- 44.6 -to -F= -58.6 -, 0 . c , � `t ORj� ' _ November 10,2000, JUL/ 1 : IIu 1 1 uuaa . yyc I S2L 1 r iy i A8794 J010306 J2 ROOF TRUSS 2 1 . 4.201 SR1 s Sep 5 1 2000 WiiTek Industries, p - - -- _- - - - - -- - -- _ � dustries, Inc. (n Thu Nov 09 2000 Page 1 4 -8 -8 -2-9-15 I I I 2 -9 -15 4 -8 -8 Scale: 3/4" =1'� D " 1.5x4 4.95;12 C Ln M �,. N B ■ _ E 2x4 3x4 =_ A� F 4-8-8 1 4 -8 -8 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL) n/a - n/a M!120 249/190 TCDL. 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) 0.43 A -B >87 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) 0.00 E n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min l/defl = 240 Weight: 23 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 4 -8 -8 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 REACTIONS (lb /size) D = 78 /Mechanical, B=294/0-4-15, E =-6/Mechanical Max Horz B = 136(load case 4) Max UpliftD=- 72(load case 5), B=- 326(load case 4), E=- 6(load case 1) Max Gray D = 78(Ioad case 1), B = 294(Ioad case 1), E = 129(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A -B = 59, B -C =49, C -D = 24 BOT CHORD B -E = -87 WEBS C -E =96 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7 -95 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 72 Ib uplift at joint D, 326 Ib uplift at joint B and 6 Ib uplift at joint E. 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. oot LOAD CASE(S) Standard .-f-' zfr tandard " 1IFIa, 1 , 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 C' Uniform Loads = ..:.1-1 * 1 A N , 1 'J ) 1 * l , Vert: A -B 6= 54.0 - �Y // }} 11 t T Loads (plf) Vert: B=- 2.8- to- D = -63.6, B=- 0.0- to- E = -23.6 is SATE OF �ik i � \ November 10,2000 JUL, iivaa , I uaa I yjc 1 -LLy 1,y 1 J010306 J3 R TRUSS 4 1 i I A8795 (optional) 4.201 ST1 s Sep - 5 2000 l`ekincTustries, inc. 'Fiiu Nov 09 0 Page 1 -2 -0 -0 i 1 -0 -0 1 1 -3 -7 1 I 2 -0 -0 1 -0 -0 0 -3 -7 Scale = 1:9.811 C ' 1 1, ■AwjillIl 7.00112 ' B 61 D / 2x4 = A 1 -0 -0 1 -3 -7 1- 1 1 1 -0 -0 0 -3 -7 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 j Plates Increase 1.25 TC 0.44 Vert(LL) n/a - n/a I M112.0 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.09 A -B >274 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/defl = 240 Weight: 7 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 1 -3 -7 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= -99 /Mechanical, B=274/0-3-8, D = 10 /Mechanical Max Horz B = 120(load case 4) Max UpliftC=- 9911oad case 1), B=- 389(Ioad case 4) Max Gray C = 214(load case 4), B = 274(load case 1), 0 = 10(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD A -B =55, B -C = -82 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, in the gable end roof zone on an occupancy category I1, condition I enclosed building, with exposure C ASCE 7 -95 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 99 Ib uplift at joint C and 389 Ib uplift at joint B. 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. \ o %um LOAD CASE(S) Standard \\\� oCE. A. A , 1 i ! NO 2 1 itt sue -• j 1 SATE OF ' ill amnnuiiiiki November 10,2000 JUL, I 11I LIJJ I ypc , "`y 1 r,y A8796 J010306 '1J4 j ROOF TRUSS 14 11 (optional) _ Sep --- - -- - - -- ,. 4.201 �R1 s Se � 000 TNiTek Industnes�c. Thu Nov 09 09:08:44 2000 I'�a 9 e 1 1---1 I -2 -0 -0 i 3 -0 -0 3 -9 -8 2 -0 -0 3 -0 -0 0 -0 -8 Scale = 1:15.3 0 AL N 7.00112 ' 1 co D o 0 B 1 4.00112 2x5 A 3 -0 -0 3 -R -8 3 -0 -0 0 -0 -8 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.17 A -B > 158 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz)TL) -0.00 C n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) lst LC LL Min 1 /defl = 240 Weight: 14 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3 -0 -8 oc purlins. BOT CHORD 2 X 4 SYP No.2N0 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) C = 28 /Mechanical, B=271/0-3-8, D = 28 /Mechanical Max Horz B = 157(load case 4) Max UpliftC=- 86(load case 5), B=- 251(load case 4) Max Gray C = 42(Ioad case 3), 8 = 271 (load case 1), D = 28(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A -B = 54, B -C = -67 BOT CHORD B -D = 7 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, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7 -95 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) Bearing at joint(s) B 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 86 Ib uplift at joint C and 251 Ib uplift at joint B. 5) This truss has been designed with ANSI /TPI 1 -1995 criteria. \\\\\ 00 1 " 1 " 1 I"'lru,, -CE A. LOAD CASE(S) Standard y�� aIF1� 9 E l v G Tts � cQ? * Op =i i t 1 s ATE OF �G 4 LORto 1w S % "unn rra � uo Ao November 10,2000 lU ,IuJJ ,Iu.. , yr.lc I filly ,,y A8797 )10306 J5 ROOF TRUSS 2 1 5 (optional) 4.201 SR1 s Sep 2000 MiTek Industries, Inc. Thu Nov 09 09:08:46 2000 Page 1 ' -2 -0-0 1 — 5 -0-0 — — �1 8 2 -0 -0 5 -0 -0 0 -0 -8 Scale = 1:20.8' C I rk c 7.00 r12 in M D co I� B 4.00[12 A 2x5 ✓/ 5-0-0 008 — 5 - 0 - 5 n 0-0-8 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) n/a - n/a MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.12 Vert(TL) 0.18 A -B >149 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 /defl = 240 Weight: 20 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 5 -0 -8 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 = 208(Ioad case 5) Max UpliftC=- 165(load case 5), B=- 218(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 54, B -C = 40 BOT CHORD B -D = 12 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, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7 -95 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) Bearing at joint(s) B 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 165 Ib uplift at joint C and 218 Ib uplift at joint B. 5) This truss has been designed with ANSI /TPI 1 -1995 criteria. 0\\ Oomisuruirner,, // • \.r, =E A. T ' ' � , . LOAD CASE(S) Standard .§> 43-- �CIr ( 1 li * OP2 . * ! , S ATE OF �t ` �C'r A LOR[� P 4 j r„ ornnu,nawo November 10,200 „, , 1,UD0 . 11U.. 1 ypc qty „Y A8798 )10306 J6 ROOF TRUSS 2 1 5 2000 MiTek Ind (optional) 4.201 SR1 s Sep Industries, Inc. Thu Nov 09 09:08:47 2000 Page 1 2 -0 -0 7 -0 -0 7 -9 -8 2 - 0 - 0 7 - 0 - 0 0 - - Scale = 1:30.5, 1.5x4 I I D C i01 1 i 7.00112 ID fI N In VI I )1 h // F E o 0 5x5 = o 0 B ------ j N N Lo 1 /% -% 0 A ,':/ 2x5 4.00012 7.0 -8 6 -3-8 7 -0 -0 6 -3 -8 0 -8 -8 0 -0 -8 LOADING (psf) I SPACING 2 -0 -0 . CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 j TC 0.57 Vert)LL) 0.10 F >806 M1120 249/190 TCDL 7.0 j Lumber Increase 1.25 BC 0.19 Vert(TL) 0.20 A -B > 135 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) -0.03 E n/a BCDL 10.0 I Code SBC /ANSI95 (Matrix) 1st LC LL Mini/clef' = 240 Weight: 29 Ib l_ 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) D = 225 `Mechanical, B=391/0-3-8, E = 6 /Mechanical Max Horz B = 338(load case 4) Max UpliftD=- 165(load case 4), B=- 266(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 54, B -C=44, C -D = 112 BOT CHORD B -F = 21, E -F = -0 WEBS C -F =70 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, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7 -95 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) Bearing at joint(s) B 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 165 Ib uplift at joint D and 266 Ib uplift at joint B. \\u v��uwuiunnsuu i „ 5) This truss has been designed with ANSI1TPI 1 -1995 criteria. °� . A. 'O'., ` IFI -"11' A 1 , , LOAD CASE(S) Standard ;_ ""�/ � � -” ! o7 S ATE OF t O tt. FLORi9Q' • i ' , /// ID ' • ” °ilnmrnmii01 November 10,2000 vv ,iwa - 111.1 1 ypc LLy 1 ty A8799 010306 "J7 ROOF TRUSS 5 2000 MiTek Industries, 4.201 SR1 s Sep dustries, Inc. Thu Nov 09 09:08:49 2000 Page 1 -2 -0 -0 6-5-4 — 8-3 -8 I 1 - 2 - - 6 - 5 - 4 1 - 10 - 4 Scale = 1:36.0 1.5x4 11 D 3x5 C 7.00j12 • \ N Lo rn /� ice_ _ B ��, - -- 5x5 3x4 = N N i o A 2x5 ; 4.00112 6-3-8 8-3 -8 H 6 - - 2-0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.01 F >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.23 1 Vert(TL) 0.07 A -B >395 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.01 E n/a BCDL 10.0 j Code SBC /ANSI95 1st LC LL Min I /deft = 240 Weight: 40 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 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) E= 296/0 -3 -8, B=416/0-3-8 Max Horz B= 299(load case 4) Max UpliftE=- 212(load case 4), B = =- 278(Ioad case 4) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 27, B -C = -273, C -D = 0, D -E = -46 BOT CHORD B -F = 246, E -F = 220 WEBS C -F = 158, C -E = -320 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 Toad and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7 -95 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) Bearing at joint(s) B considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 212 Ib uplift at joint E and 278 Ib uplift at joint B. 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. \\ 1° l /rfii�,, �, LOAD CASEIS) Standard p� rt .1 . 16 S ATE OF //iq / q � r � R n k il D illVU 5 �� \ \ \\ \ \\\ \ • November 10,2000 UV , 1IUJJ , 1IUJJ 1 ypC ■ty ' 1 ly A8800 010306 'J8 ROOF TRUSS 1 (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Thu Nov 09 09:08:50 2000 Page 1 -2 -0 -0 l - 6 -3 - -- 7 2 -0 -0 6 -3 -8 Scale = 1:29.3 1.5x4 C 1 71 c 7.00112 - N /---- • 1 1. x' In B iT 10 9 E E A 2x5 4.00 [T2 6 -3 -8 — I 6 -3 -8 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.00 B >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) 0.13 A -B >210 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 E n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min I /defl = 240 Weight: 30 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=364/0-3-8, E = 200/0 -3 -8 Max Horz B = 317(load case 4) Max UpliftB=- 259(load case 4), E=- 150(Ioad case 4) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 54, B -C = 56 BOT CHORD B -D = 15 WEBS D -E = -200, C -D = -140 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, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7 -95 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) Bearing at joint(s) B, E considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 259 Ib uplift at joint B and 150 Ib uplift at joint E. 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. \\ �Omr "rr .;k t yCE A. /'' %/. LOAD CASEIS) Standard q�` �CTFI� A9j i� * =1 S ATE OF a I 'C'r�, 44 LORt 9Q ` X447 I November 10,2000 ./u I IUJJ • nuaa 1 ypc -zty , iy A8801 )10306 T01 DROP TC GABLE 1 1 (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Thu Nov 09 09:08:52 2000 Page 1 5 -6 -0 11 -0 -0 5 -6 -0 5 -6 -0 Scale = 1:23.7 4x5 = C 1.5x4 II .. 1.5x4 II 7.00 r1 2 1.5x4 H 1.5x4 II 3x4 A 3x4 a c: , D ✓ B • A #. E i r r —— ,:1_ _L I i s '- -- %S o 1.5x4 11 1.5x4 11 F 1.5x4 li 1.5x4 H 4x7 4x7 = = 1.5x4 it 5 -6 -0 11 -0 -0 5 -6 -0 5 -6 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in floc) I /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) 0.05 A -F >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.06 E -F >999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 E n/a i BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min I /defl = 240 Weight: 52 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 OTHERS 2 X 4 SYP No.3 REACTIONS (lb /size) A = 396iMechanical, E= 396 /Mechanical Max Horz A = -1 12(load case 2) Max UpliftA=- 172(load case 4), E=- 172(Ioad case 5) FORCES (Ib) - First Load Case Only TOP CHORD A- B = -572, B -C= -535, C -D= -535, D- E = -572 BOT CHORD A -F =462, E -F =462 WEBS C -F =159 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, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7 -95 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) Gable studs spaced at 1 -4 -0 oc. voi 5) Refer to girder(s) for truss to truss connections. o " Ly CE A. %, , i,, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 172 Ib uplift at joint ` A , A and 172 Ib uplift at joint E. , ! 7} This truss has been designed with ANSI /TPI 1 -1995 criteria. - v / /`tom w LOAD CASES) Standard / 1� STE OF G'rs November 10,2000 Al I IUJJ . 1 I UJJ 1 ypc Lty 1 ty A8802 )10306 T02 ROOF TRUSS 1 1 (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Thu Nov 09 09:08:53 2000 Page 1 I 5 -6 -0 1 - -- 1 ? - -0 -0 I 5 -6 -0 5 -6 -0 Scale = 1:25.4 4x5 B 7.00 12 / \ 3x4 i D 3x4 1.5x4 II 5 -6 -0 11 -0 -0 5 - 6 - 0 5 - 6 - 0 Plate Offsets (X,Y): [A:0- 2- 3,0 -1 -81, IC:0- 2- 3,0 -1 -81 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 ( Vert(LL) 0.04 A -D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.05 A -D >999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 C n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min 1/deft = 240 Weight: 40 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 1C-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) A = 391 /Mechanical, C = 391 /Mechanical Max Horz A=- 126(load case 2) Max UpliftA=- 172(load case 4), C=- 172(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A -E = -533, B -E = -521, B -F = -521, C -F = -533 BOT CHORD A -D =403, C -D =403 WEBS B -D =157 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, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7 -95 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) Refer to girders) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 172 Ib uplift at joint A and 172 Ib uplift at joint C. ookili111ilinnUN,,,, 5) This truss has been designed with ANSI /TPI 1 -1995 criteria. ° °\\` „.SCE A. A 0 ,, �i .y ZIF1 � t LOAD CASEIS) Standard '. S ATE OF :T OR I GI. , , , n c n O u a "� ��``� November 10,2000 ,u • iivaa, 1 ivaa 1 ypc LctY I1 lY A8803 )10306 T03 ROOF TRUSS 1 MiTek In 4.201 SR1 s Sep 5 1 2000 M (optional) 2 Industries, Inc. Thu Nov 09 09:08:54 2000 Page 1 f -2 -0 -0 3 -4 -8 — 2-0-0 3 -4 -8 1. 11 Scale = 1:16.3 C K;.I 7.00 12 ; in c B — --- w ,•:- 3 A 3x4 = 2x4 II 3 -4 -8 3 -4 -8 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (Ioc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) -0.00 B -D >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.24 VertITL) 0.07 A -B >376 BCLL . 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC /ANSI95 1st LC LL Min I /defl = 240 Weight: 20 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3 -4 -8 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (ib /size) B=539/0-3-8, 0 = 419 /Mechanical Max Horz B= 217(Ioad case 4) Max UpliftB=- 374(load case 4), D=- 275(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 29, B -C = -0 BOT CHORD B -D =0 WEBS C-D = -83 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 Toad and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 1 enclosed building, with exposure C ASCE 7 -95 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 374 Ib uplift at joint B and 275 Ib uplift at joint D. 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. \\\,. \ \‘,1CI wA A. Hng /'p' // LOAD CASE(S) Standard �9�,'' 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 y l'e". TFICI .L Uniform Loads (plf) Vert• A -C= -54.0, B -D= -218.1 El i t =' * ' . : *_ / I S` ATE OF , • %�G, �LORT � '� °, • 0'Iiin uti November 10,2004 vu IIuaa . 1IUJJ 1 yEc �Ly 1 A8804 010306 T04 ROOF TRUSS 1 1 4.201 SR1 s Sep 5 2000 MiTek In (optional) . p Industries, Inc. Thu Nov 09 09:08:56 2000 Page 1 -2 -0 -0 3 -4 -8 7 -2 -1 10 -9 -15 14 -7 -8 18 -0 -0 20 -0 -0 2 -0 -0 3 -4 -8 3 -9 -9 3 -7 -13 3 -9 -9 3 -4 -8 2 -0 -0 Scale = 1:35.9 4 x 7 == 1.5x4 11 3x8 == 4x4 C D E F 7.00(12 - 1 Ln h o A 3x6 = L K J I 3x6 2x4 II 3x8 2x4 11 3x4 = 3 -4 -8 7 -2 -1 10 -9 -15 14 -7 -8 18 -0 -0 3 -4 -8 3 -9 -9 3 -7 -13 3 -9 -9 3 -4 -8 Plate Offsets (X,Y): [C :0- 5- 4,0 -2 -01 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft ! PLATES . GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 1 Vert(LL) 0.12 K >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.15 K >999 BCLL 0.0 Rep Stress Incr NO I WB 0.29 Horz(TL) 0.04 G n/a BCDL 10.0 Code SBC /ANSI95 1st LC LL Min I /defl = 240 Weight: 104. Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3 -6 -14 oc purlins. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7 -0 -10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) B=1406/0-3-8, G = 1406/0 -3 -8 Max Horz B = 124(load case 4) Max UpliftB=- 859(load case 4), G =- 712(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 29, B -C = -2261, C -D = -2508, D -E = -2508, E -F = -2006, F -G = -2261 , G -H = 29 BOT CHORD B -L = 1938, K -L = 1986, J -K = 2508, I -J = 2508, G -I = 1938 WEBS C -L = 634, C -K =586, D -K =-194, E -K = -0, E -J =73, E -I = -569, F -I = 903 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, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7 -95 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 adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 859 Ib uplift at joint B and 712 Ib uplift at joint G. �w``\\owiwliquu1I1/ 5) This truss has been designed with ANSI /TPI 1 -1995 criteria. �```� � A. A 6) Special hanger(s) or connection(s) required to support concentrated load(s) 68.51b down and 37.51b up at 3 -4 -8 ` �4 TIFI� 9� -, and 68.5Ib down and 37.51b up at 14 -7 -8 on top chord, and 562.OIb down and 307.61b up at 3 -4 -8, and v � T� 'L� 562.OIb down and 307.61b up at 14-7-8 on bottom chord. Design for unspecified connection(s) is delegated to _ the building designer. - * ` Op 4 OF /{ ` LOAD CCASES) Standard �'� ,E.,. S ATE OF , 1) Regu Lumber Increase = 1.25, Plate Increase = 1.25 l ti I Uniform Loads (plf) ° ' % G �,o` Q Vert: A C = 54.0, C F = 54.0, F H = 54.0, B G = 20.0 '°untioriiiiiitiol" "` Concentrated Loads (Ib) Vert: C = -68.5 F = -68.5 L=-562.0 1=-562.0 November 10,2000 W." I IUJD . I 1 UJJ 1 ypc %-ciy , i ly A8805 010306 T05 1DROP TC GABLE 1 1 (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Thu Nov 09 09:08:57 2000 Page 1 -2 -0 -0 5 -6 -0 . 1t -0 -0 - I 13-0 -0 I- I 2 -0 -0 5 -6 -0 5 -6 -0 2 -0 -0 Scale = 1:26.9 4x4 = D 7.00 P12 - 3x4 % 3x4 I I CsI c N cy / ____ H \ \\ ` M 5x5 = �� F m B �- in ( C 3x5 3x5 —.. Io 1 4x16 G (' 4.00(12 4x16 A 11 -0 -0 —I 11-0-0 Plate Offsets (X,Y): (B:0- 7- 8,0 -2 -01, [B :1 -2 -0,0 1 -121, [F:0- 7- 8,0 -2 -0], [F :1- 2 -0,0 -1 -121 LOADING (psf) ( SPACING 2 -0 -0 CSI 1 DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.06 H >999 ( MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.32 Vert(TLI -0.12 F -H >999 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.09 F n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Mini/clef! = 240 Weight: 49 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 5 -4 -11 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=516/0-3-8, F = 516/0 -3 -8 Max Horz B = 144(load case 4) Max UpliftB=- 354(load case 4), F=- 354(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 54, B -C = -1 126, C -D = -1077, D -E =-1071, E -F = -1 121 , F -G = 54 BOT CHORD B -H = 999, F -H = 994 WEBS D -H = 733 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, in the gable end roof zone on an occupancy category H, condition I enclosed building, with exposure C ASCE 7 -95 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. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 354 Ib uplift at joint „0" °rrrrr r0ii,�� B and 354 Ib uplift at joint F. \ .� ��rE A. A 5) This truss has been designed with ANSI /TPI 1 -1995 criteria. 7.4''' 51FIn, '9r 6) Truss designed for wind loads in plane of the truss only. For studs exposed to wind (normal to the face), see MiTek ' .... � ��tt � Gable End Detail ". i S ATE OF LOAD CASE(S) Standard , tt. c FL 9P • l OR1 4 1 / � , /I I 4 nrrr m i l t% oo November 10,2000 • • U . I IUJJ . IILIJJ I ypc Lely 1 iy A8806 10306 T06 ROOF TRUSS 4.201 SR1 s Sep 5 2000 MiTek In (optional) p Industries, Inc. Thu Nov 09 09:09:01 2000 Page 1 -2_0 -q 5 -1 -8 1- 12 -8 -14 I 29 -3 -3 35 -0 -0 7-0-(? 2 -0 -0 5 -1 -8 7 -7 -6 16 -6 -5 5 -8 -13 2 -0 -0 Scale = 1:82.5 4x5 11 2x411 K J " L M 4x8 = H - 5x8 - 1 ,y• N 0 3x5 -> 7.00112 ! t G C' P 3x4 % D I t4X: AI : i L M3:1 B _ Tt� oc) cn A o 3x II - 3x9 II 5x5 = - o 6x7 = AA Z Y X W V 4x16 3x8 II 3x5 3x4 = 3x4 -__ 3x6 3x6 11 2x4 11 4.00 [ 12 5 - - 12 - - 17 -10 -4 24 -3 -8 29 -6 -0 35 -0 -0 E i + 1 + I i 5 -1 -8 7 -7 -6 5 -1 -6 6 -5 -4 5 -2 -8 5 - - 'late Offsets (X,Y) [B:0- 2- 11,Edge], ID:0- 5- 8,0 -2 -01, (S:0-7-8,0-2-01, IS:1- 2- 0,,0 -1 -121 _OADING (psfl SPACING 2 -0 -0 CS! DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 i Plates Increase 1.25 TC 0.48 Vert(LL) 0.15 U -V >863 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.33 Vert(TL) 0.12 S -U >999 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.20 V n/a BCDL 10.0 Code SBC /ANS195 (Matrix) 1st LC LL Min I /defl = 240 Weight: 248 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Nc.2ND TOP CHORD Sheathed or 5 -8 -10 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5 -10 -2 ac bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) B=767/0-3-8, S = 492/0 -3 -8. W=810/0-3-8, V = 612/0 -3 -8 Max Horz B= 306(Ioad case 3) Max Uplift3=- 526(load case 4), S=- 692(load case 5), W=- 505(load case 4), V=- 408(load case 5) Max Gray B = 767(load case 6), S = 493(load case 7), W = 816(Ioad case 6), V = 612(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 56, B -C = -1081, C -D = -967, D -E = -913, E -F = -104, F -G = 50, G -H = 54, H -I =87, I -J = 38, J -K =88, K -L = 115, L -M =40, M -N = 106, N -0 =83, 0-P=72. P -Q = -5, 0-R= -910, R -S = -967, S -T = 54 BOT CHORD B -AA =907, Z -AA =914, Y -Z = 905, X -Y =905, W -X =905, U -V = 852, S -U = 848 WEBS D -AA =136, D -Z = -1, E -Z =153, E -AP= -1120, AO -AP= -1017, AL -A0= -1052, W -AL= -1060, AB- Al = -74, AE- Al = -75, K- AE = -73, K- AG = -157, AG- AK = -155, AC- AK = -134, V- AC = -322, M -AC= -214, Q -U =647, V -AM= -979, AM- AN = -965, AN -AQ= -938, Q -AQ= -946, W -AB= -272, I-AB= AB- AH = -5, AD- AH = -5, AD- AF = -5, AF- AJ = -5, AC- AJ = -5, AD -AE =2, AF-AG = -3, A1-1- Al = -10, AJ- AK =13, J- A1= -9, L- AK =37, H- AL = -14, N- AM = -27, 0- AN = -57, G- A0 = -64, X -A0 =18, Y -AP = -26, F -AP = 187, P -AQ =17 NOTES 1) This truss has been checked for unbalanced loading conditions. uu �""" 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using ��`�� T yCE A. %,, 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy �� IF I A 1 .? ' - category I1, condition I enclosed building, with exposure C ASCE 7 -95 per SBC/ANSI95 If end verticals or S v 4 �T� 'D�% cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL t _ increase is 1.33, and the plate grip increase is 1 .33 ' * I ��2L4 3) Provide adequate drainage to prevent water ponding. _ /)Y/ 1 r"`" i 4) All plates are 1.5x4 M1120 unless otherwise indicated. S ATE OF 5) Bearing at joint(s) S, V considers parallel to grain value using. ANSI /TPI 1 -1995 angle to grain formula. Building % ��o ■ 9 Y P Y desi ner should verif ca acit of bearing surface. °,, C't LO o ` I 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 526 Ib uplift at joint ' %,` \ ED B, 692 Ib uplift at joint S, 505 Ib uplift at joint W and 408 Ib uplift at joint V. /i,,,, 7) This truss has been designed with ANSI /TPI 1 -1995 criteria. i November 10,2000 -- -- - Standard Al 11Ub 1IU 1 ypc Lec i ly A8807 )10306 T07 ROOF TRUSS 1 1 (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Thu Nov 0909:09:04 2000 Page 1 -2 -0 -0 ` 7-1-8 14 -8 -14 21-3-11 29 -3 -3 35 -0 -0 3 7 -0 -0 1 -+ f I I - I I 2 -0 -0 7 -1 -8 7 -7 -6 6 -6 -13 7 -11 -8 5 - - 13 2 -0 -0 Scale = 1:71.6 4x5 II F 1.5x4 H 1.5x4 H 1 ii 4x10 = G 6x6 E )2 7,00 r12 C D 3x5 On - -- • H I LI \ 4x4 = 4x4 Q d to B / I r 1 cttA K �`::\ J to 1 o - -------- - - - - -- - - - -- - -� 3' 5x5 = 3x4 3x4 0 N M L 1.5x4 II 3x4 == 3x4 = 3x5 % 4.00112 7 - - 14 - - 17 -10 -4 24 -3 -8 29 -6 -0 35 -0 -0 F ! - f 1 7 -1 -8 7 -7 -6 3 -1 -6 6 -5 -4 5 -2 -8 5 -6 -0 Plate Offsets (X,Y): [B:0- 2- 3,0 -1 -81, [C:0-7-0,0-1-121 LOADING (psf) I SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.11 K -L > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) 0.13 A -B > 212 BCLL 0.0 1 Rep Stress :ncr YES WB 0.54 Horz(TL) 0.13 L n/a ' BCDL 10.0 i Code SBC /ANSI95 (Matrix) 1st LC LL Min I /defl = 240 Weight: 198 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 5 -9 -11 oc puriins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6 -5 -1 5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt C -N REACTIONS (Ib /size) B=775/0-3-8, M = 795/0 -3 -8, L=611/0-3-8, 1= 499/0 -3 -8 Max Horz Br= 319(load case 3) Max UpliftB=- 531(load case 4), M=- 493(load case 4), L=- 382(load case 5), I =- 713(load case 5) Max Gray B = 775(load case 6), M = 795(load case 6), L = 61 1 (load case 1), 1= 499(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 56, B -C = -920, C -D = -434, D-E= -52, E -F = 71, F -G =-4, G -H = -40, H -I = -843, I -J = 54 BOT CHORD B -0 =714, N -0 =719, M -N = 424, K -L =712, I -K =707 WEBS C -0 =165, C -N= -328, D -N =279, L -Q= -361, G -Q= -240, M -P= -182, E -P= -121, H -K =553, D -M= -741, P -Q =16, F- P = -71, F -Q= -134, H -L= -806 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind Toads generated by 100 mph winds at 25 ft above ground level, using 1 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7 -95 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 adequate drainage to prevent water ponding. ��o�t�t` 4) Bearing at joint(s) L, 1 considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building ��a ° ° CE A. designer should verify capacity of bearing surface. - yam' iFI `4T ' s , A Y,, i 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 531 Ib uplift at joint ti' G L� B, 493 Ib uplift at joint M, 382 Ib uplift at joint L and 713 Ib uplift at joint I. _ 6) This truss has been designed with ANSI /TPI 1 -1995 criteria. ° *1 it2U7 1 * _ ! vi � LOAD CASE(S) Standard I • S ATE OF f9 ,:k. 1 % % G > .P Z.ORIv 4`," \ • November 10,20001 1 Job Truss Truss Type Qty Ply A8808 J010306 T08 ROOF TRUSS 1 1 (optionalL 4.201 SR1 s Aug 2 2000 MiTek Industries, Inc. Fri Nov 10 14:52:21 2000 Page 1 �2 -0 -0 ____ 9 -1 -8 — E_ 16 -8 -14 1 21-3-11 1 35 -0 -0 1 37 -0 -01 2 -0 -0 9 -1 -8 7 -7 -6 4 -6 -13 13 -8 -5 2 -0 -0 Scale = 1:69.4 4x5 11 1.5x4 11 7 4x5_ 6x6 =_ e! 1.5x4 H 8 4 5 • 7.00[12 1.5x4 o _ 3x5 3 9 M -i \ 7 4x4 = Ic in to 2,/ / - - - - - -- - - \ I / - -- I 4x4 = �� \ 10 ,6 1 '41' 1 � 8 12 1 jv 1 C. // — -- 5 x5 = s o 0 3x4 = 15 14 13 3x4 3x8 = 3x4 == 3x5 -_---- 4.00112 17 -11 -8 24 -0 -8 24.-3-8 29 -6 -0 35 -0 -0 17 -11 -8 6 -1 -0 0 -3 -0 5 -2 -8 5 - - Plate Offsets (X,Yj4 0 3_0,0 -2 -4 — LOADIN(jpsf) I SPACING 2 -C -0 CSI DEFL in (loc) I /dell PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 0_51 Vert(LL) 0.1112-13 >999 MI120 249/190 TCDL 7.0 1 Lumber Increase 1.25 BC 0.40 Vert(LL) - 0.1714 -15 >999 BCLL 0.0 1 Rep Stress Incr YES WB 0.54 Horz(TL) 0.12 13 n/a BCDL 10.0 Code SBClANS195 1 (Matrix) 1st LC LL Min 1/dell = 240 Weight. 202 Ib LUMBER BRACING TOP CHORD X 4 SYP No.2ND TOP CHORDSheathed or 5 - 10 - oc purlins. BOT CHORD X 4 SYP No.2ND BOT CHORDRigid ceiling directly applied or 6 -6 -1 oc bracing. WEBS 2 X 4 SYP No.3 REACTION1ib /size) 2= 782/0 -3 -8, 14= 791/0 -3 -8, 13= 61210 -3 -8, 10= 499/0 -3 -8 Max Hor72= 319(load case 3) Max Uplift =- 534(load case 4), 14=- 491(Ioad case 4), 13 =- 377(load case 5), 10=- 713(load case 5) Max Gra2= 782(load case 6), 14 =791(Ioad case 6), 13= 612(load case 1), 10= 499(load case 1) FORCEaIb) - First Load Case Only TOP CHORDI -2 =56, 2 -3= -911, 3 -4= -710, 5- 6 = -95, 6 -7 =63, 7 -8 = -5, 8- 9 = -39, 9 -10= -842, 10- 11 =54, 4 -5= -587 BOT CHORD -15 =710, 14 -15 =156, 12 -13 =711, 10 -12 =706 WEBS 13 -17= -362, 8 -17= -242, 14- 16 =13, 6- 16 =65, 9 -12 =552, 16- 17 =15, 7- 16 = -61, 7 -17= -133, 9 -13= -805, 4- 15 =39, 5 -15 =531, 5 -14= -756, 3 -15= -184 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mpn winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7 -95 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 adequate drainage to prevent water ponding. 4)Bearing at joint(s) 13, 10 considers parallel to grain value using ANSIITPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 51 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 534 Ib uplift at joint 2, 491 Ib uplift at joint 14, 377 Ib uplift at joint 13 and 713 Ib uplift at joint 10. 6)This truss has been designed with ANSI/TPI 1 -1995 criteria. LOAD CASE(S$tandard \\\\ \ `l�C E u Ar//0„ 11 % � //. SIF10 9 2 =J. * _. OP f *1 " S ATE OF G'• 4 LOR1. 9t " 4 • November 10,2000 • kill •ut., • „uaa Iypc �iy • ry A8809 010306 'T09 ROOF TRUSS 1 i (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Thu Nov 09 09:09:08 2000 Page 1 21 -3 -11 1 - 2 -0 -0 11 -1 -8 16_8 -14 18 -8.14 __� 35 -0 -0 _ _ 37 -0 -0 2 -0 -0 11 -1 -8 5 -7 -6 2 -0 -0 2 -6 -13 13 -8 -5 1 2-0 _ 0 Scale = 1:71.6 4x5 H 4x8 = 3x4 = G 1.5x4 11 1.5x4 H D H E F 7.00112 F -' -_ -- - - -- -®- °' 1.5x4 3x5 C I co O 4x4 = �� m P _ : Q co In B 4x4 = �� J co -41A ,e -- — — L �' i K id - r 0 0 3x5 % -- O - N _ M 5x5 = 3x4 -, 3x4 = 3x4 = 3x5 % 4.00 r12 17 - - 24 - - 24 -8 29 -6 -0 I 35 -0 -0 17 -11 -8 6 -1 -0 0 -3 -0 5 -2 -8 5 -6 -0 Plate Offsets (X,Y) [B:0- 2- 3,0 -1 -81, [D:0- 5- 8,0 -2 -0] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (Ioc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.11 L -M > 999 j M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.38 B -O >563 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.13 M n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min I /defl = 240 Weight: 199 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 -5 -13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2x4 T -Brace D -N Fasten T and 1 braces to narrow edge of web with 10d common wire nails 8in o.c., with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (lb /size) B=769/0-3-8, N = 81 5/0 -3 -8, M = 598/0 -3 -8, J=499/0-3-8 Max Horz B= 319(Ioad case 3) Max UpliftB=- 530(Ioad case 4), N=- 497(Ioad case 4), M=- 407(Ioad case 5), J=- 714(Ioad case 5) Max Gray B = 770(Ioad case 6), N = 815(Ioad case 6), M = 598(load case 1), J = 499(Ioad case 7) FORCES (lb) - First Load Case Only TOP CHORD A -B = 56, B -C = -848, C -D = -574, F = -41, G -H = -13, H -I = -38, I -J = -839, J -K =54, D -E =5, E -F =6 BOT CHORD B -O =680, N -0 =443, L -M =708, J -L =703 WEBS M -Q= -349, H -Q= -258, N -P= -341, E -P= -328, 1 -L =550, P -Q =1, G- P = -15, G -Q= -100, I -M= -801, D -O = 376, D -N = -626, C -O = -296 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, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7 -95 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 o` ° °\l�C,E A. increase is 1.33, and the plate grip increase is 1.33 IF j A -i j % 3) Pro adequate drainage to prevent water ponding. v ti " 4 4) Bearing at joint(s) M, J considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. ` .k t �ti c * _ I 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 530 Ib uplift at joint = � _ Y r B, 497 Ib uplift at joint N, 407 Ib•uplift at joint M and 714 Ib uplift at joint J. 6) This truss has been designed with ANSI/7P11-1995 criteria. = _� S ATE OF A .< F LOR1 94 " ` LOAD CASE(S) Standard " "o„ ��" 4 I / /7RI❑IIIIIRIo November 10,2000 , . ,tuaa• 1euaa 1 y pc ,acy ,1iy A8810 )10306 T10 ROOF TRUSS 1 1 4.201 SR1 s Sep 5 2 NI (optional) 2000 iTek Industries, Inc. Thu Nov 09 09:09:10 2000 Page 1 -2 -0 =0 13 -1 -8 20 -8 -14 2113 - 11 35 -0 -0 37 -0 -g I— -E -) — I — 2 -0 -0 13 -1 -8 7 -7 -6 0 -6 -13 13 -8 -5 2 -0 -0 Scale = 1:76.4' 4x5 II 4x8 3x4 1.5x4 D E F G 1.5x4 11 1 7.00112 T H 3x5 3x5 C ` 1 I \ \ - 4x4 - 00 - - - - cn B \ 4x4 - / J K:a L o �� x e.: o 5x5 3x4 =- P 0 N M 3x4 1.5x4 H 3x4 -_- 3x4 = 3x5 4.00 [ 12 17 - 11 - 24 -0 -8 24-3-8 29 -6 -0 35 -0 -0 17 -11 -8 6 -1 -0 0 -3 -0 5 -2 -8 5 -6 -0 Plate Offsets (X,Y): [D:0- 5- 8,0 -2 -0] LOADING (psf) SPACING 2 -0 -0 1 CSI DEFL in (loo) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 1 TC 0.49 Vert(LL) 0.11 L -M > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 Vert(TL) 0.09 A -B >291 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.13 M n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min I /defl = 240 [ Weight: 210 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 5 -9 -1 1 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied 'or 6 -5 -10 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2x4 T -Brace D -N Fasten T and I braces to narrow edge of web with 10d common wire nails 8in o.c., with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (Ib /size) B=773/0-3-8, N = 804/0 -3 -8, M=605/0-3-8, J = 499/0 -3 -8 Max Horz B=- 317(load case 2) Max UpliftB=- 553(load case 4), N=- 430(load case 3), M=- 524(load case 5), J=- 715(load case 5) Max Gray B = 773(load case 6), N = 804(load case 6), M = 607(load case 7), J = 499(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 56, B -C = -957, C -D = -445, F -G = 52, G -H = -7, H -I = -39, I -J = -842, J -K = 54, D -E = 11, E -F =14 BOT CHORD B -P = 754, 0-P=754, N -0 =307, L -M = 710, J -L = 706 WEBS M -R= -356, H -R= -246, N -Q= -250, E -Q= -208, I -L =552, Q -R =11, G- Q = -50, G -R= -121, I-M=-804, D -0 =361, D -N = -612, C -P = 141, C-0=-508 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, in the gable end roof zone on an occupancy \\o��`m"nulln/1/un„/ category II, condition I enclosed building, with exposure C ASCE 7 -95 per SBC /ANSI95 If end verticals or `�' Z yC.E A � . cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL q1�� i1F1� A =.; increase is 1.33, and the plate grip increase is 1 .33 Q' G T� 'L� s 3) Provide adequate drainage to prevent water ponding. ' ..../ ? ', 4) Bearing at joint(s) M, J considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building # 7 designer should verify capacity of bearing surface. _ * �� * = 5) Provide mechanical connection (by others) of truss to .bearing plate capable of withstanding 553 Ib uplift at joint 3 SATE OF ` B, 430 Ib uplift at joint N, 524 Ib uplift at joint M and 715 Ib uplift at joint J. <t 6) This truss has been designed with ANSI /TPI 1 -1995 criteria. G FLOR19 -- I / / /•# / /QgI111 ti 11 VIINIP\ LOAD CASE(S) Standard November 10,2004 vu • lUb . I IUJ. 1 ypc •iy 11 ly A8811 010306 T11 ROOF TRUSS 1 1 (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Thu Nov 09 09:09:13 2000 Page 1 �2 0 -q 7-9-9 I 15-1-8 I 19 -10 -8� 29 -3 -3 _ I 35 -0 -0 7 -0 2 -0 -0 7 -9 -9 7 -3 -15 4 -9 -0 9 -4 -11 5 -8 -13 2 - - Scale = 1:92.0 1.5x4 II 4x8 =_ 5x5 D E F 7.00 12 : `.__ - . -_ :; — 1.5x4 II _ 3x5 � G C 3x5 f_ N :1' in B/ I / I c .,o 4 % 5x5 == 4 0 Q P 0 L 3x4 1.5x4 II 1.5x4 II 5x8 I I 7x8 3x5 ;4.00 r12 3x8 = 19 -10 -8 24 -3 -8 7 -9 -9 -- _ 15_1 -8 17-11-8 +- 24 -0 -8 it 29 -6 -0 35 -0 -0 H 7 -9 -9 7 -3 -15 2 -10 -0 4 -2 -0 0 -3 -0 5 -2 -8 5 -6 -0 1 -11 -0 Plate Offsets (X,Y): [B:0- 2- 4,0 -1 -81, [D:0- 5 -4,0 -1 -121, [F:0- 2- 8,0 -2 -11, [N:0- 2- 8,0 -2 -01 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl 1 1 PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.18 M -N >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.14 B -Q >999 i BCLL 0.0 Rep Stress incr YES WB 1.00 Horz(TL) 0.02 I n/a j BCDL 10.0 I Code SBC /ANSI95 (Matrix) 1st LC LL Min 1/deft = 240 1 Weight: 221 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 WEBS 2x4 T -Brace C -P, E -0 Fasten T and I braces to narrow edge of web with 10d common wire nails 8in o.c., with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (Ib /size) B=539/0-3-8, 0 =1759/0-3-8,1=507/0-3-8 Max Horz B= 352(load case 3) Max UpliftB=- 497(Ioad case 4), 0=- 785(load case 5), I=- 719(Ioad case 5) Max Gray B = 663(load case 6), 0 = 1759(Ioad case 1), I = 510(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 56, B -C = -436, C -D =351, D -E = 599, E -F =602, F -G = -43, G -H = -55, H-1= -875, I -J = 54 BOT CHORD B -Q =290, P -Q =290, 0 -P= -133, M -N= -387, K -L =739, I -K =735 WEBS C -Q = 183, C -P = -603, D -P =486, N -0 =-1758, E -N = -50, N -P = -102, D -N = -1007, F -N = -801, L -M =249, G -M = -273, F -M = 690, H -K =570, H -L = -820 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind Toads 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, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7 -95 per SBC /ANSI95 If end verticals or .\,,xvop ° "`' 1011 tuin,, cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL � A. ' " ��,,, increase is 1.33, and the plate grip increase is 1.33 \ �IFIr. A- 4. /. 3) Provide adequate drainage to prevent water ponding. T� 4. 4) Bearing at joint(s) I considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building (" N designer should verify capacity of bearing surface. =* � 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 497 Ib uplift at joint ? �C ),�� t if B, 785 Ib uplift at joint 0 and 719 Ib uplift at joint I. S (( ATE OF / 6) This truss has been designed with ANSI /TPI 1 -1995 criteria. 6 o ,c u ' °1 .,.$' F LORID 4 ..., LOAD CASE(S) Standard .,,. t 1 -\\\\ November 10,2000 , 1 ivaa - 11UJJ 1 ylc 1 •try ;1 iy A8812 110306 T12 ROOF TRUSS 1 1 1 4.201 SR1 s Sep 5 2000 M (optienaI) . . - - � �iTek Industries, Inc. Thu Nov 09 09:09:15 2000 Page 1 19 -10 -8 12 - - 7 - - 17 17 I 29 I _ 35 0 07 - 0 - Q 2 - 0 - 0 7 - 9 - 9 9 - 3 - 15 049x0 __ 9 - - 11 5 - - 13 2 - - Scale = 1:97.2 ii.., ,, 2 - 0 - 0 3x5 . -- 7.00 r12 3x5 - FG E 3x4 3x4 H 1.5x4 II 3x5 � I I 3x4 3x5 D 3x5 d K o Li B III A kJ A — L M1 4 _ N o 3x4 T S R 0 5x5 3x4 1.5x4 H 1.5x4 II 4x8 11 5x8 -= 3x5 4.00 r12 3x8 = 24 -3 -8 7 - - 17 -11 -8 19-10- 29 -6 -0 35 -0 -0 1 - -- --I r� — + + 1 7 -9 -9 10 -1 -15 1 -11 -0 4- 2- 00 -3 -0 5 -2 -8 5 -6 -0 ' late Offsets (X,Y): [ B:0- 2- 3,0- 1- 81,[F:0- 2- 8,0 -1 -71, [0:0- 2- 8,0 -2 -01 _OADING (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) 0.18 P -Q >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.14 B -T >999 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.03 L n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min I /defl = 240 Weight: 222 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 WEBS 2x4 I -Brace G -R 2x4 T -Brace C -S Fasten T and 1 braces to narrow edge of web with 10d common wire nails 8in o.c., with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (Ib /size) B=532/0-3-8, R = 1764/0 -3 -8, L=509/0-3-8 Max Horz B=- 39711oad case 2) Max UpliftB=- 478(load case 4), R=- 833(load case 5), L=- 718(load case 5) Max Gray B = 661(load case 6), R = 1764(load case 1), L = 514(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 56, B-C=-423, C -D = 185, D -E =368, E -F =537, G -H =643, H -I = -31, I -J =87, J -K =-58, K -L = -884, L -M =54, F -G = 509 BOT CHORD B -T = 279, S -T = 279, R -S = -133, P -Q = -304, N -0 =748, L -N = 743 WEBS C -T =183, C -S= -603, E -S =503, Q -S= -128, 0 -P =251, I -P= -245, K -N =575, K -0= -829, Q -R = -1765, G -Q = -628, E -Q = -789, H -P = 627, H -Q = -457 . 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 \\a 0 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy °\ A. A. ''''�., category II, condition I enclosed building, with exposure C ASCE 7 -95 per SBC /ANSI95 If end verticals or \,.. 4.�` TF1� A q .e.4 cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL 5 J G T # .`i ; s increase is 1.33, and the plate grip increase is 1.33 = y t 3) Provide adequate drainage to prevent water ponding. = 7 yi 4) Bearing at joint(s) L considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building = * Jj * ` designer should verify capacity of bearing surface. ? SATE OF • 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 478 Ib uplift at joint B, 833 Ib uplift at joint R and 718 Ib uplift at joint L. % G> 4 LOR1. 91' ' ' 6) This truss has been designed with ANSI /TPI 1 -1995 criteria. ° 'o,` r NE D ' .�``° ' /' ' q/ IINI ?Rl1ito o' LOAD CASEIS) Standard November 10,2000 ,v ` IPU3 • ,iv ,ypc a.aay , ly A8813 )10306 T13 ROOF TRUSS 4.201 SR1 s Sep 5 2 1 2000 MiTek Industries, p dustries, Inc. Thu Nov 09 09:09:17 2000 Page 1 1 _2 -0 -4 7-9-9 _ 19 -10 -8 { 29 _ 35 7 - 0 2 -0 -0 7 -9 -9 12 -0 -15 9 -4 -11 5 -8 -13 2 -0 -0 Scale = 1:97.5'' 1.5x4 11 3x4 -_: 7.0002 3x5 --i F G E 3x4 3x4 .: H 1.5x4 II • 3x5 % 1 3x4 D • 3x5 C 0 J K 9 m B a� Q L 1 3x4 T S R 0 5x5 = 3x4 1.5x4 11 1.5x4 11 4x8 11 5x8 = 3x5 -- .00112 3x8 24 -3 -8 7 -9 -9 17 -11 -8 19-10 - 29 -6 -0 35 -0 -0 I--- -I 7 -9 -9 10 -1 -15 1 -11 -0 4- 2- 00 -3 -0 5 -2 -8 5 -6 -0 late Offsets (X,Y): iB:0- 2- 3,0 -1 -81, (Q:0-2-8,0-2-41 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) 0.18 P -Q >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.14 B -T >999 • BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.02 L n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min I /deft = 240 Weight: 222 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 WEBS 1 Row at midpt C -S 2 Rows at 1/3 ots G -R REACTIONS (Ib /size) B=532/0-3-8, R = 1765/0 -3 -8, L-=508/0-3-8 Max Horz B= 405(load case 3) Max UpliftB=- 478(load case 4), R=- 835(Ioad case 5), L=- 719(load case 5) Max Gray B = 661 (load case 6), R = 1765(Ioad case 1), L.- 513(load case 7) FORCES (lb) - First Load Case Only TOP CHORD A -B = 56, B -C = -422, C -D = 186, D -E -369, E -F =555, F -G =317, G -H = 647, H-1=-28, I -J = 88, J -K = -56, K -L = -882, L -M = 54 BOT CHORD B -T = 279, S -T = 279, R -S = -133, P -Q = -304, N -0 =746, L -N = 742 WEBS C -T = 183, C-S=-605, E -S = 505, Q -S =-131, O -P= 251, I- P = -242, K -N = 574, K -O = -828, Q -R = -1766, G -Q = -645, E -Q = -765. H -P = 624, H -Q = -468 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, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7 -95 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 \ \\ �p��o" 000N rnbg i � increase is 1.33, and the plate grip increase is 1 .33 . . \ � rE A' ?,4 3) Bearing at joint(s) L considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building �� 1 TIFI� j designer should verify capacity of bearing surface. - T� 'L� 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 478 Ib uplift at joint _ r t B, 835 Ib uplift at joint R and 719 Ib uplift at joint L. 7 * =j 5) This truss has been designed with ANSI /TPI 1 -1995 criteria. _ j ; _ I SY ! . I • LOAD CASE(S) Standard / �; °./- L . ' ` 3' 1 November 10,2006 eu 11wa i 11wa 1 yfec Le..y riy A8814 )10306 T14 ROOF TRUSS 4 1 1 (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Thu Nov 09 09:09:19 2000 Page 1 j 2-0 -9 7 - - I 19 -10 -8 1 ___ 29 -3 -3 35-0-0 37 0.9 2 -0 -0 7 -9 -9 12 -0 -15 9 -4 -11 5 -8 -13 2 -0 -0 Scale = 1:87.1 5x5 =_ 7.00 [12 F 3x5 + i 3x4 -> 41.5x 11 E x4 1 3x5 C D H 3x6 0 �n B N J n o - i — _ —_— l = —_ M L \ & ., Kiwi 4x4 = Q P 0 4x8 -= 7x6 = 3x8 1.5x4 11 3x9 = 1.5x4 11 4.00 L12 4x8 =_ 24 -3-8 7 -9 -9 17 -11 -8 19 -10 -8 24 -0 -8 29 -6 -0 35 -0 -0 7 -9 -9 10 -1 -15 1 -11 -0 4 -2 -0 0 -3 -0 5 -2 -8 5 -6 -0 Plate Offsets (X,Y): [ B: 0 1- 4, 0- 0- 21, [J :0- 2- 4,0 1 81,[N:0- 5 8,0 - 2 - 0] — LOADING (psf) SPACING 2 -0 -0 1 CSI I DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) 0.34 L -M >999 M1120 249/190 TCDL ` 7.0 Lumber Increase 1.25 BC 1.00 Vert(TL) -0.58 M -N >714 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.35 J n/a BCDL 10.0 I Code SBC /ANSI95 (Matrix) 1st LC LL Min I /defl = 240 Weight: 209 1b. LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 2 -3 -6 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5 -6 -12 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt F -M REACTIONS (Ib /size) B=1403/0-3-8, J = 1403/0 -3 -8 Max Horz B= 409(Ioad case 3) Max UpliftB = =- 718(load case 4), J=- 723(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A -B =56, B -C= -2095, C -D= -1666, D -E= -1635, E -F= -1612, F -G= -2635, G -H= -2487, H -I= -2594, I-J=-4449, J -K =54 BOT CHORD B -Q =1709, P -Q = 1709, O -P = 9, M -N = 1338, L -M = 3611, J -L = 3930 WEBS C -Q = 158, G -M = -318, N -0 = 40, F -N = 723, E -P = -177, C -P = -469, N -P = 1474, E -N = -61, F -M = 1354, I -L = 1316, 1 -M = -1527 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, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7 -95 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) J considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building �� designer should verify capacity of bearing surface. \\\o t yCE A. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 718 Ib uplift at joint \ °� Q � g IIFI - A , B and 723 Ib uplift at joint J. z v C3' T� 4' 5) This truss has been designed with ANSI /TPI 1 -1995 criteria. LOAD CASE(S) Standard = = S ATE OF 4,,, s, p .--,ts. Le, :--- 1 Homo November 10,2004 i uv . ■ 111.1Ja 1Iuaa I ypc aty 1 iy A8815 010306 IT15 ROOF TRUSS 6 1 (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Thu Nov 09 09 :09 :21 2000 Page 1 [ 2 -0 - 6 -10 -9 I 13 -3 -8 1 17 -6 -0 1 23 -1 -4 I 28 -6 -12 _� 35 -0 -0 _ 7 -0_0 2 -0 -0 6 -10 -9 6 -4 -15 4 -2 -8 5 -7 -4 5 -5 -8 6 -5 -4 2 -0 -0 Scale = 1:87.1 4x5 II 7.00112 F 1.5x4 I I ;, 4x10 3x4 E G 3x4 3x5 D 1 .5 x4 II C H 1 3x4 • ., 1 in B K in o 41 : ,,,,,,,,4z ,-- - , N M \ �. L ry sv o = 3x4 = 6x12 ._ o Q P 3x8 -, 4x4 = 1.5x4 II 4.00112 4x8 6 13 - - 21 -0 -0 28-8-8 35 -0 -0 6 -10 -9 6 -4 -15 7 -8 -8 7 -8 -8 6 -3 -8 Plate Offsets (X,Y): [ B:0- 1- 4.0- 0- 21,[K:0- 2- 4,0 -1 -81, [0:0- 2- 8,0 -2 -0] LOADING (psf) ' SPACING 2 -0 -0 I CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 ( Plates Increase 1.25 TC 1.00 Vert(LL) 0.36 M >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -0.64 M -N >651 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.36 K n/a BCDL 10.0 Code SBC /ANSI95 j 1st LC LL Min I /defl = 240 Weight: 205 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND *Except* TOP CHORD Sheathed. F -H 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 5 -0 -14 oc bracing. BOT CHORD 2 X 4 SYP No.2ND WEBS 1 Row at midpt F -0 WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) B=1402/0-3-8, K = 1403/0 -3 -8 Max Horz B= 405(load case 3) Max UpliftB=- 716(load case 4), K=- 716(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A-8=28, B -C = -2002, C -D = -2101, D = -2101, E -F =-2092, F = -1953, G -H = -4250, H -I = -4250, I-J = -4250, J -K = -4352, K -L = 27 BOT CHORD B -Q = 1715, P -Q = 5, N -0 =1330, M -N = 1977, K -M =3880 WEBS C -Q = -407, F -0 =1043, F -N = 914, G -N = -747, G -M = 2294, I -M = -207, 0-P=62, E -0 = -283, 0-0=1792, C -0 = 105, J -M =-19 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 Toad, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7 -95 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 0"" " 3) Bearing at joint(s) K considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building ��.�` A. A. ''' designer should verify capacity of bearing surface. 4 11F1 �,�TF1 ` a y ./ '' 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 716 Ib uplift at joint § y G' 1. , B and 716 Ib uplift at joint K. _ 5) This truss has been designed with ANSI /TPI 1 -1995 criteria. _ * ' it A) . } * .-E , % LOAD CASEIS) Standard , it � S ATE OF i / / / / /s ' rl l�/I{Ir1a Gl \\\ • November 10,2004 Ju 1 I UJO ' 1 I UJJ 1 ypc uiy 1 t A8816 310306 T16 ROOF TRUSS 1 1 (optional) 4.201 SR1 s Sep 52000 MiTek lndustries, Inc. Thu Nov 09 09:09 :222000 Page 1 -2 -0 -0 5 -4 -9 10 -0 -0 13 -10 -4 19 -4 -4 25 -0 -0 28 -6 -12 35 -0 -0 37 -0 -0 1 -- + - I i I - I f - -- 1 I 2 -0 -0 5 -4 -9 4 -7 -7 3 -10 -4 5 -6 -0 5 -7 -12 3 -6 -12 6 -5 -4 2 -0 -0 Scale: 3/16" = 1' 5x6 3x4 = 3x4-_ 4x4 D E F G i ' ® .. — 5 7.00 12 3x5 % \ 3x6 f■ J A, T N \ / 6X12= m B �� 0 M L K \\ 1 Lo I r> o A�� 1.5x4 1 5x8 = 3x8 -- 6x6 J Io 1 3x9 3x9 4.00 [ 12 10 -0 -0 13 -8 -8 25 -0 -0 28 -8 -8 35 -0 -0 - 1 I !- I — — -1 10 -0 -0 3 -8 -8 11 -3 -8 3 -8 -8 6 -3 -8 Plate Offsets (X,Y): [8:0- 2- 4,0 -1 -8). [D:0- 3- 0,0- 1 -12], [1:0- 2- 4,0 -1 -81, [M:0- 5- 4,0 -2 -81 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft PLATES GRIP TCLL 20.0 i Plates Increase 1.25 TC 0.72 Vert(LL) 0.56 M >741 M1120 249/190 TCDL 7.0 I Lumber Increase 1.25 BC 0.97 Vert(TL) -1 .07 L -M >390 BCLL 0.0 1 Rep Stress Incr YES WB 0.57 Horz(TL) 0.62 • 1 n/a BCDL 10.0 I Code SBC /ANSI95 1st LC LL Min 1/deft = 240 Weight: 174 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP N3.2D *Except* TOP CHORD Sheathed or 2 -7 -6 oc purlins. , D -G 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4 -0 -6 oc bracing. BOT CHORD 2 X 4 SYP No.2ND 'Except` K-M 2 X 4 SYP No.1D WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) B=1404/0-3-8,1=1404/0-3-8 Max Horz B= 236(load case 3) Max UpliftB=- 819(load case 4), 1=- 623(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 27, B -C = -4535, C-D=-3971, D -E = -3427, E -F = -2729, F -G = -2345, G-H=-2671, H-I=-4443, 1 -J =27 BOT CHORD B -0 =4071, N -0 =4071, M -N = 2848, L -M =2746, K -L = 3682, I -K =3997 WEBS D -N = 1768, E -N = 881, E -M =-743, F -M = -21 , F -L = -492, G -L = 1099, H -L = -1531 , H -K =1370, C -0 =99, C -N = -435 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, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7 -95 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 \ Oo increase is 1.33, and the plate grip increase is 1 .33 o A. A '''�,,, 3) Provide adequate drainage to prevent water ponding. ` 4 9 4) Bearing at joint(s) B, 1 considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building C3' T � r ' designer should verify capacity of bearing surface. _ t ; „ 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 819 Ib uplift at joint B and 623 Ib uplift at joint I. _ * �� t 6) This truss has been designed with ANSI /TPI 1 -1995 criteria. _ S ATE OF G't F LOR I . 9 P ' , LOAD CASE 3 S) Standard 7)� G l \ o ° November 10,2000 , /V 1 I 1-lJ 1 I U.. I y FJG %..t.Ly 1 ty . A8817 )10306 ' T17 ROOF TRUSS 1 ' 1 , (optional) , 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Thu Nov 09 09:09:24 2000 Page 1 , , , 6 - 4 - 9 12 p 18-4-4 23-0-0 28-6-12 35-0-0 37-0-0 F F I I H 2-0-0 6-4-9 5-7-7 1-10-4 4-6-0 4-7-12 5-6-12 6-5-4 2-0-0 , Scale: 3/16" =1'1 , , 6x6 = 1.5x4 11 3x4 = 4x4 = _ g 7.00112 / 3x5 ,.,3x6 C H 4 1 , ti) , . v. ---__- N - ------- /------ c■I 6x7 TT I L.0 c:-) Lb B 0 M L K ...„. .01 1.5x4 H 5x8 3x10:-.= 6x6 o o 4x8 -_-- 4.00 0 2 , 10-0-0 4 12 - 0 - 013 - 8 - 2 1 _ 23-0-0 28-8-8 35-0-0 H T I I I I 10-0-0 2-0-0 1-8-8 9-3-8 5-8-8 6-3-8 ; Plate Offsets (X,Y): IB:0-3-0.0-2-01, [D:0-3-0,0-1 -1 21, [1:0-3-0,0-2-0 ), IM:0-5-4,0-2-81 , ---y- _ LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.97 Vert(LL) 0.52 N >804 MI120 249/190 , TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -0.84 L-M >494 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.62 I n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min l/defl = 240 Weight: 184 lb ' ' . LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed. D-G 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-1-1 oc bracing. BOT CHORD 2 X 4 SYP No.2ND *Except* WEBS 2x4 T-Brace H-L K-M 2 X 4 SYP No.2D Fasten T and I braces to narrow edge of web with 10d WEBS 2 X 4 SYP No.3 common wire nails 8in o.c., with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (lb/size) B=1404/0-3-8, 1-1404/0-3-8 Max Horz B=-281(load case 2) Max UpliftB=-797(load case 4), 1=-653(load case 5) , FORCES (lb) - First Load Case Only TOP CHORD A-B=27, B-C =-4453, C-D=-3891, D-E=-2102, E-F=-2102, F-G=-1991, G-H=-2278, H-1=-4443, 1-J=27 BOT CHORD B-0=4006, N-0=4006, M-N= 2355, L-M = 2154, K-L = 3680, I-K=3997 , WEBS D-N= 2404, E-M=-159, F-M=-78, F-L=-246, G-L =871, H-L=-1798, H-K =1389, D-M=-403, C-0=99, C-N 447 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, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals or 001tlitintillo, cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL . 4; 3t ICE A. 4 :1 increase is 1.33, and the plate grip increase is 1.33 : IIF/ .,,: 3) Provide adequate drainage to prevent water ponding. „7 6 1A1 4) Bearing at joint(s) B,I considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. efU2 * r :41 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 797 lb uplift at joint ,..- =_-_, B and 653 lb uplift at joint I. -- ;. F ir4 :.11 6) This truss has been designed with ANSUTPI 1-1995 criteria. ' 1-, tt. p ATE O 0 ./- LOR1.9 4 LOAD CASE(S) Standard .,, - -KED ft‘ N , " 1 November 10,2000 I , , ,u ,Iuaa ,ivaa 1 ypc ""y " y 1 A8818 )10306 T18 ROOF TRUSS 1 1 4.201 SR1 s Sep 5 , (optional) . 2000 MiTek Industries, Inc. Thu Nov 09 09:09:25 2000 Page 1 - 2-0 -0 7 -4 -9 — { 14 -0 -0 I 21-0-0 I 28 -6 -12 I 35-0-0 1 37 -0 -0 2 - - 7 - 4 - 9 6 - 7 - 7 7 - 0 - 0 7 - 6 - 12 6 - 5 - 4 2 - 0 - 0 Scale = 1:71.1 5x12 MII20H— 4x7 = D E 7.00 [ 12 1.5x4 - Lo 3x6 C \ F 6 ,„/AL-- '. N g R j 6x7 = K J 1.---- M � G ch a A 5x 4x8= 6x6 == \� W.+ p 3x8 3x8 4.00[12 10 - - 13 - - 21 -0 -0 28 -8 -8 35 -0 -0 - - - -- -± - -- t --- -- f - 10 - - 3 - - 7 -3 -8 7 -8 -8 6 -3 -8 Plate Offsets (X,Y): [B:0- 3- 12,0 -1 -8], [D:0 -8 4,0 -1 -121, (E:0-4-8,0-2-01, (G:0- 2- 4,0 -1 -81 LOADING (psf) ' SPACING 2-0-0 CSI DEFL in (loc) 1 /deft PLATES GRIP TCLL 20.0 I Plates Increase 1 .25 TC 0.96 VertILL) 0.57 K -L >733 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -0.85 I -J >489 MII20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(TL) 0.68 G n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min I /defl = 240 Weight: 177 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2ND *Except* BOT CHORD Rigid ceiling directly applied or 4 -7 -1 oc bracing. B -L 2 X 4 SYP No.2D WEBS 2x4 T -Brace F -J, D -J WEBS 2 X 4 SYP No.3 Fasten T and I braces to narrow edge of web with 10d common wire nails 8in o.c., with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (Ib /size) B=1404/0-3-8, G = 1404/0 -3 -8 Max Horz B=- 326(load case 2) Max UpliftB=- 776(load case 4), G=- 684(Ioad case 5) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 54, B -C = -4406, C -D = -3990, D -E = -1763, E -F = -2120, F -G = -4532, G -H = 54 BOT CHORD B -L = 3918, K -L = 1818, J -K =1735, I -J = 3684, G -I =4015 WEBS C -L= -342, D -L =2638, E -J =602, F -J= -1987, F -I =1386, D -K= -478, D -J =38 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, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7 -95 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 \ \ \0 0 ` Nnutnin ug i„ 3) Provide adequate drainage to prevent water ponding. \ �`, '4. VI A. " 4,, ,, 4) All plates are MII20 plates unless otherwise indicated. � i•IFI .r 5) Bearing at joint(s) B, G considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building C 3' T 4 , 'G designer should verify capacity of bearing surface. — 't ; 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 776 Ib uplift at joint - ( �� B and 684 Ib uplift at joint G. -1 �t 7) This truss has been designed with ANSI /TPI 1-1995 criteria. / g ATE OF � LOAD CASE(S) Standard �° C t 3 , FLOR19 G1��` i / / - 18l /Af11tttpv 0 November 10,2000 ,u IIuoo' ,,u iyr.,c LAy . fly A8819 )10306 T19 ROOF TRUSS 1 1 1 l (optional) —_ 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Thu Nov 09 09:09:27 2000 Page 1 ' -2 -0 -0 6 -10 -9 + _ 16 -0 -0 1 19 -0 -0 23 -10 -4 I 28 -6 -12 I 35 -0 -0 7 - 0_9 2 -0 -0 6 -10 -9 9 -1 -7 3 -0 -0 4 -10 -4 4 -8 -8 6 -5 -4 2 -0 -0 Scale = 1:87.8 5x5 = 7.00112 4x4 = 1.5x4 11 F G 3x4 E 4x10 1.5x4 II I H 3x4 3x5 D I rn C J w K B 1 + A — �� i1H N M �: L t� A _ 4x4 = 0 P 3x8 = 6x12 = 3x9 4x4 = 1.5x4 I 4.00112 5x8 = 6 -10 -9 13 -3 -0 16 -0 -0 19 -0 -0 28 -8 -8 35 -0 -0 H - - - -- — I— I - - -- -- I - -- 6-10-9 6 -4 -7 2 -9 -0 3 -0 -0 9 -8 -8 6 -3 -8 Plate Offsets ().Y): [B :0- 1- 5,0 -0 -21, [F :0- 2- 8,0 -2 -11, [K:0-2-4,0-1-81, [0:0-2-8,0-2-81 LOADING (psf) I SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.33 M >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -0.79 M -N >530 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.36 K n/a BCDL 10.0 Code SBC /ANSI95 1 1st LC LL Min 1 /defl = 240 Weight: 209 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND "Except* TOP CHORD Sheathed. G-12 X 4 SYP No.1 D, I -L 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 5 -3 -13 oc bracing. BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) B=1402/0-3-8, K =1403/0-3-8 Max Horz B = 371(load case 3) Max UpliftB=- 742(Ioad case 4), K=- 702(Ioad case 5) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 28, B -C = -2002, C -D = -2101, D -E = -2101, E-F=-2097, F -G =-1495, G -H = -1718, H-1=-4406, I -J = -4406, J -K = -4439. K -L =27 BOT ChORD B-Q= 1715, P -Q = 5, N -0 = 1483, M -N = 2068, K -M = 3993 WEBS C -Q = -407, C-0=105, G -N = 656, H -N = -791, H -M = 2380, J -M = -205, 0-P=62, E -0 =-250, 0 -Q = 1793, F-0=931, F -N = 32 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 Toad and 5.0 psf bottom chord dead Toad, in the gable end roof zone on an occupancy category 11, condition 1 enclosed building, with exposure C ASCE 7 -95 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 wo ori4iq, 3) Provide adequate drainage to prevent water ponding. `` " . C.E A. . A °'�• 4) Bearing at joint(s) K considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building zi.S• r..0._ 1.F1� , e. designer should verify capacity of bearing surface. .?, �,� j 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 742 Ib uplift at joint B and 702 Ib uplift at joint K. 'J 6) This truss has been designed with ANSI /TPI 1 -1995 criteria. Wi � S ATE OF s L OAD CASEIS) Standard � G't F L0R1 9Q ` #, November 10,2004 iu f 11uaa r 1 ivaa 1 ypc Ltty 1 iy A8820 )10306 1T20 , DROP TC GABLE 1 11 (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Thu Nov 09 09:09:29 2000 Page 1 I `2 -0 -0 I 7 0-0-0 -- - 4-- - -- 20 -0 -0 - --i 2 -0 -0 10 -0 -0 10 -0 -0 Scale = 1:44.51 3x4 = H G I 7.00 r12 F J E K D L 3x4 P E7 ` 3x4 : M 3x4 i TSR Ill - ` r> 44 V 3x4 P \ ‘..p M N 1 B w 0 in �� •. . r••• •• -••• •• i •• �•i • •i•�• •••• - »• • • • v • ` 14 - O A • i i•�'�•OJOOOi •00•i•J�• •i0000000 i i i ,.'..• i i i•PLO•00�0i i•0.00iPO�•O,,:. :�•i i'0•000i000� i i00•�i Di •0•i ••,. 00•i i i'i'i• O 4x8 II 4.0• 1 4x8 II 3x6 3x6 I 20 -0 -0 H 20 -0 -0 Plate Offsets (X,Y): [B:0-6-6,Edge], [B:0- 9- 8,Edge1, [N:0- 6- 6,Edge1, [N:0- 9- 8,Edge1 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 VertILL) n/a - n/a i MI120 249/190 TCDL 7.0 Lumber Increase 1.25 i BC 0.15 Vert(TL) 0.05 A -B >545 BCLI- 0.0 Rep Stress Incr YES WB 0.09 1 Horz(TL) 0.01 N n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min I /defl = 240 Weight: 95 lb 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. OTHERS 2 X 4 SYP No.3 REACTIONS (lb /size) B=293/20-0-0, N = 163/20 -0 -0, S = - 12/20 -0 -0, W=393/20-0-0, V = - 73/20 -0 -0, U=136/20-0-0, T = 109/20 -0 -0, R=110'20-0-0, Q = 131 /20 -0 -0, P= - 52/20 -0 -0, 0 = 394/20 -0 -0 Max Horz B = 246(load case 3) Max UpliftB=- 237(Ioad case 4), N=- 102(load case 5), S=- 12(load case 1), W=- 237(Ioad case 4), V=- 74(Ioad case 6), U=- 112(load case 4), T=-32(load case 3), Q=- 122(Ioad case 5), P=- 53(Ioad case 7), 0=- 292(Ioad case 5) Max Gray B = 293(Ioad case 6), N = 167(Ioad case 7), S = 1 1 1 (load case 5), W = 393(load case 6), V = 22(Ioad case 5), U = 138(Ioad case 6), T = 109(Ioad case 1), R = 1 10(Ioad case 1), Q= 135(Ioad case 7), P=16(load case 5), 0 = 395(Ioad case 7) FORCES (lb) - First Load Case Only TOP CHORD A -B = 52, B -C =32, C -D = 117, D -E =18, E -F =73, F -G =63, G -H = 34, H -I = 33, I -J = 63, J -K =71, K -L = -9, L -M= 125, M -N =44 BOT CHORD .B-W=-52, V -W = -61, U -V = -41, T -U = -47, S -T = -43, R -S = -43, Q -R = -47, P -Q = -41, 0-P= -61, N -0 = -51 WEBS D -W = -268, E -V = 37, F -U = -91, G -T = -94, I -R = -95, J -Q = -86, K -P = 14, L -0 = -267 . NOTES \\\�aa�u�uunnintn „� 1) This truss has been checked for unbalanced loading conditions. ��o" �. A. ''%.,, 2) This truss has been designed for the wind Toads generated by 100 mph winds at 25 ft above ground level, using �° �° 'SIFT , A9r 5.0 psf top chord dead Toad and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy ; F c9` T 'L�' category II, condition 1 enclosed building, with exposure C ASCE 7 -95 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 = f • * - increase is 1.33, and the plate grip increase is 1 .33 % - -- MVP2 3) Truss designed for wind Toads in the plane of the truss only. For studs exposed to wind (normal to the face), S1 ATE OF see MiTek "Standard Gable End Detail" 4) All plates are 1.5x4 MI120 unless otherwise indicated. %� F L OR1 9Q ' . 5) Gable bearing. continuous bottom chord requires `T E.146,\:,,,, 9 9• ,,,N ED 6) Gable studs spaced at 1 -4 -0 oc. /u „ niiiiiiiitiitti ,�,�a November 10,2000 Continued on page 2 JU IIUJ 11UJJ 1 ypc 11L 1i Y i Y 310306 1T20 DROP TC GABLE 1 1 A8820 � -0/6 w03oniEl Eo,w 000AkflEx " %ollAiOCAE0- 4'.,201 SR1 s Sep 5 ( optional) Ixox ° — j ° 2000 MiTek Industries, Inc. Thu Nov 09 09:09:29 2000 Page 2 JOTES ') Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 237 Ib uplift at joint B, 102 Ib uplift at joint N, 12 Ib uplift at joint S, 237 Ib uplift at joint W, 74 Ib uplift at joint V, 112 Ib uplift at joint U, 32 Ib uplift at joint T, 122 Ib uplift at joint Q, 53 Ib uplift at joint P and 292 Ib uplift at joint 0. 3) This truss has been designed with ANSI /TPI 1 -1995 criteria. .OAD CASES) Standard to 1 t tu a a' ttuaa type taty toy . A8821 )10306 ! T21 SCISSORS 14 1 4.201 3R1 s Sep 5 2000 MiTek (optional) iTek Industries, Inc. Thu Nov 09 09:09 :30 2000 Page 1 -2-0-0 i 5 -4 -8 1 10 -0 -0 1 14 -7 -8 1 20 -0 -0 1 2 -0 -0 5 -4 -8 4 -7 -8 4 -7 -8 5 -4 -8 Scale = 1:43.6' 4x4 = I D P 7.0012 1.5x4 - 1.5x4 = C ii E 5x8 = N In B \i \� \ `� \\ F c%) o \� 1_ I0 / 3x4 -:-- 4 12 '' 3x4 I — t 0 -0 -0 + 20 -0 -0 I 10 -0 -0 10 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl ! PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.19 G >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -0.60 F -G >396 BCLL 0.0 i Rep Stress Incr YES WB 0.42 Horz(TL) 0.25 F n/a BCDL 10.0 Code SBC /ANSI95 1st LC LL Min I /defl = 240 Weight: 88 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Sheathed or 3 -9 -13 oc purlins. BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4 -10 -6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) F = 729/0 -3 -8, B=849/0-3-8 Max Horz 8 = 258(Ioad case 3) Max UpliftF = -31 1(load case 5), B = - 477(loacl case 4) FORCES (Ib) - First Load Case Only TOP CHORD A -B =27, B -C= -2057, C -D= -1579, D -E= -1579, E -F= -2057 BOT CHORD B -G = 1845, F -G = 1845 WEBS D -G =1324, C -G = -386, E -G = -386 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, in the gable end roof zone on an occupancy category 11, condition 1 enclosed building, with exposure C ASCE 7 -95 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) F, B 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 311 Ib uplift at joint F and 477 Ib uplift at joint B. 5) This truss has been designed with ANSI /TPI 1 -1995 criteria. \`\\0 \ . , %\‘ '1111141{1,011///// //// Ci. A /1/1 4,1 LOAD CASEIS) Standard ` y 11F f " �, , i t . S P ATEE OF i - 3 G' l y .7.4OR IV \\. „, / / I ,, piINHi tmo \`" November 10,2000 PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: (U 0 l ' e -frp t S ri- C ©u a- OWNER: )? E ,s---r c G iJ N,4 1. Determine Occupancy Classification of the structure. Select occupancy classification which most accurately fits the use of the Building. (Chapter B3) [VI 2. Determine actual physical properties of building. IVY a. Determine building area each floor. (Area definition Chapter B2) [yr b. Determine grade elevation for building. (Grade definition Chapter B2) c. Determine building height in feet above grade. (Height definition Chapter B2) [vj d. Determine building height in stories. (Story definition Chapter B2) e. Determine separation distance from exterior walls to assumed and common '/ property lines. (Property line definition Chapter B2) [ Y f. Determine percent of exterior openings per floor. [ 3. Determine minimum Type of Construction necessary to accommodate proposed structure. �/ (Chapter B6) [ L a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [ L i / b. Check allowable height and area increases permitted. (Chapter 65) [ 9 4. Check detailed Occupancy requirements. (Chapter B4) [ 'r 5. Check detailed Construction requirements [1 a. Fire Protection of Structural Members (Chapter B6 & Table B600) [ b. Fire Protection Requirements (Chapter B7 and Table B700) [ ..J' c. Means of Egress Requirements (Chapter B10) [ `r 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) [ r 7. Check other requirements as necessary. [t-4 a. Construction projecting into public property (chapter B32) [ l b. Elevators and conveying systems (Chapter B30) [r-i' c. Sprinklers, standpipes and alarm systems (Chapter B9) tai d. Use of combustible materials on the interior (Chapter B8) [.---}'" e. Roofs and roof structures (Chapter B15) [ f. Light, ventilation and sanitation (Chapter B12) [ l g. Other /02 - Z o -O 0 CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: CO-- ( - ildi Don C. Ford, B ilding O is don /sb.1 CITY OF ATLANTIC BEACH Fixture Unic Worksheet for trace; Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOL,ARC PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTE.`!. 1 — BATHROOM CROUP CONSISTING OF WATER CLOSET, LAVATORY & BATH SERVICE SINK TRAP STAND TUB OR SHOWER STALL (6) / (8 ) WATER CLOSET, TANK OPERATED (4) WATER CLOSET C ) VALVE OPERATED (3) BATHTUB/ SHOWER (2) URINAL WALL LIP (.;) SHOOTER CROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) / LAUNDRY TRAY (2) 1 LAVATORY (1) COMB :NA :ON SINK AND TRAY l]) 1 WASHING MACHINE (3) 3 POT. SCULLERY S_: {K ( .:l 1 DISHWASHER (2) WASH SINK EACH SET OF 0 KITCHEN SINK (2) FAUCETS (2) �. / DENTAL LAVATORY (i ) LITCHFS SINK. WI WASTE ? DENTAL UNIT OR CUSPIDOR (1) CRINDEY (3) BIDET (2) URINAL STALL, WASHOUT (G) FLUSHING KIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET BLOWOUT (2) r DRINKING FOUNTAIN (1/2) LAVATORY, BARBER /BEAUTY SHOP (2) _____ICE MAKER (1/2) , SURGEONS SINK (3) Q LAVATORY, SURGEONS (2) JACUZZI (2) /I� V URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS %) / • S t° $20.00 EACH ; 4 :(3() JOB INFORMATION 60 ( e FORM 600A -97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1315 Builder: BASTCON Address: ot: 1, Sub: PARADISE COVE, Plat: Permitting Office: City, State: ( ( / .(adt Chu /_ t Permit Number: Owner: GQ-� / �G .& -cam -, /-L Jurisdiction Number: Climate Zone: North 3223,3 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: 10.00 - 4. Number of Bedrooms 3 - b. N/A - 5. Is this a worst case? Yes - - 6. Conditioned floor area (ft 1315 ft c. N/A - 7. Glass area & type - - a. Clear - single pane 0.0 ft - 13. Heating systems b. Clear - double pane 179.0 ft - a. Electric Heat Pump Cap: 30.0 kBtu/hr - c. Tint/other SC /SHGC - single pane 0.0 ft - HSPF: 6.80 - d. Tint/other SC /SHGC - double pane 0.0 ft b. N/A - 8. Floor types - - a. Slab -On -Grade Edge Insulation R =0.0, 163.5(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, 925.0 ft2 EF: 0.86 - b. Frame, Wood, Adjacent R =11.0, 186.0 ft - 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, 1338.0 ft - 15. HVAC credits - b. Under Attic R =19.0, 92.0 ft - (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) i Glass /Floor Area: 0.14 Total as -built points: 19108.00 PASS Total base points: 19485.00 I hereby certify that the plans and specifications covered Review of the plans and .. . by this calculation are in compliance with the Florida specifications covered by this ::`',og r�o Energy C , , calculation indicates compliance ; � • �r 1 ,, '' S% 9Y ✓ ,e/ t / j ;4 w ith the Florida Energy Code. f" "" 'l . , ... completed ° PREPARED BY: GILBE (MILLER Before construction is com R, P � - DATE: /( "'� t his building will be inspected for * IL ;•11 .a S I hereby certify that this building, as designed, is in compliance with Section 553.908 ;•c+ Q4-;. compliance with the Florida Energ Code. Florida Statutes. ! ... . • . OWNE - i` BUILDING OFFICIAL: c t.--- I ' DATE: /7 07, DO ✓ " DATE: / 2 ` 2 G © L EnergyGauge® (Version: FLR3PA 2.02) FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 1 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 1315.0 33.05 7824.0 Double, Clear W 10.0 7.7 5.0 36.99 0.47 87.3 Double, Clear W 8.5 6.0 30.0 36.99 0.46 508.3 Double, Clear N 1.3 2.3 8.0 19.22 0.81 124.0 Double, Clear N 1.3 5.3 15.0 19.22 0.94 270.6 Double, Clear N 1.3 4.0 4.0 19.22 0.90 69.3 Double, Clear E 1.3 4.5 8.0 40.22 0.87 281.4 Double, Clear E 1.3 10.0 15.0 40.22 0.99 596.4 Double, Clear E 1.3 7.0 15.0 40.22 0.96 576.6 Double, Clear E 1.3 6.5 40.0 40.22 0.95 1526.2 Double, Clear S 16.3 7.0 34.0 34.50 0.44 519.1 Double, Clear S 1.3 3.5 5.0 34.50 0.74 127.2 As -Built Total: 179.0 4686.4 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adajcent 186.0 0.7 130.2 Frame, Wood, Exterior 11.0 925.0 1.70 1572.5 Exterior 925.0 1.70 1572.5 Frame, Wood, Adjacent - 11.0 186.0 0.70 130.2 Base Total: 1111.0 1702.7 As -Built Total: 1111.0 1702.7 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 1315.0 0.60 789.0 Under Attic 30.0 1338.0 0.60 802.8 Under Attic 19.0 92.0 1.10 101.2 Base Total: 1315.0 789.0 As -Built Total: 1430.0 904.0 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 163.5(p) -37.0 - 6049.5 Slab -On -Grade Edge Insulation 0.0 163.5(p) - 41.20 - 6736.2 Raised 0.0 0.00 0.0 Base Total: - 6049.5 As -Built Total: - 6736.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1315.0 10.21 13426.2 1315.0 10.21 13426.2 EnergyGauge® DCA Form 600A -97 EnergyGauge® /ResFREE'97 FLR3PA 2.02 FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details 1 ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 17857.6 Summer As -Built Points: 14093.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 14093.9 1.000 1.047 0.341 1.000 5036.3 17857.6 0.3573 6380.5 14093.9 1.00 1.047 0.341 1.000 5036.3 EnergyGauge DCA Form 600A -97 EnergyGauge® /ResFREE'97 FLR3PA 2.02 FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: I 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 1315.0 9.76 2311.3 Double, Clear W 10.0 7.7 5.0 10.77 1.19 64.2 Double, Clear W 8.5 6.0 30.0 10.77 1.20 387.5 Double, Clear N 1.3 2.3 8.0 14.30 1.01 115.7 Double, Clear N 1.3 5.3 15.0 14.30 1.00 215.1 Double, Clear N 1.3 4.0 4.0 14.30 1.00 57.5 Double, Clear E 1.3 4.5 8.0 9.09 1.05 76.4 Double, Clear E 1.3 10.0 15.0 9.09 1.01 137.6 Double, Clear E 1.3 7.0 15.0 9.09 1.02 139.2 Double, Clear E 1.3 6.5 40.0 9.09 1.02 372.0 Double, Clear S 16.3 7.0 34.0 4.03 3.57 489.9 Double, Clear S 1.3 3.5 5.0 4.03 1.35 27.3 As -Built Total: 179.0 2082.3 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adajcent 186.0 3.6 669.6 Frame, Wood, Exterior 11.0 925.0 3.70 3422.5 Exterior _ 925.0 3.70 3422.5 Frame, Wood, Adjacent - 11.0 186.0 3.60 669.6 Base Total: 1111.0 4092.1 As -Built Total: 1111.0 4092.1 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 1315.0 1.20 1578.0 Under Attic 30.0 1338.0 1.20 1605.6 Under Attic 19.0 92.0 2.00 184.0 Base Total: 1315.0 1578.0 As -Built Total: 1430.0 1789.6 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 163.5(p) 8.9 1455.1 Slab -On -Grade Edge Insulation 0.0 163.5(p) 18.80 3073.8 Raised 0.0 0.00 0.0 Base Total: 1455.1 As -Built Total: 3073.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1315.0 -0.59 -775.8 1315.0 -0.59 -775.8 EnergyGauge® DCA Form 600A -97 EnergyGauge® /ResFREE'97 FLR3PA 2.02 FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 9113.7 Winter As -Built Points: 10573.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 10573.9 1.000 1.064 0.501 1.000 5641.9 9113.7 0.5340 4866.7 10573.9 1.00 1.064 0.501 1.000 5641.9 EnergyGauge DCA Form 600A -97 EnergyGauge® /ResFREE'97 FLR3PA 2.02 FORM 600A -97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , 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 -Bullt 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 6380.5 4866.7 8238.0 19485.2 5036.3 5641.9 8429.6 19107.8 PASS �. sr o 47 'qrt t S - A�. it •�r EnergyGaugeTm DCA Form 600A -97 EnergyGauge® /ResFREE'97 FLR3PA 2.02 FORM 600A -97 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. _ 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 (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGaugen' DCA Form 600A -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. 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: 10.00 _ 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? Yes _ _ 6. Conditioned floor area (ft 1315 ft c. N/A _ 7. Glass area & type a. Clear - single pane 0.0 11 _ 13. Heating systems b. Clear - double pane 179.0 ft _ a. Electric Heat Pump Cap: 30.0 kBtu/hr _ c. Tint/other SC /SHGC - single pane 0.0 ft HSPF: 6.80 _ d. Tint/other SC /SHGC - double pane 0.0 ft b. N/A _ 8. Floor types _ a. Slab -On -Grade Edge Insulation R =0.0, 163.5(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, 925.0 ft _ EF: 0.86 _ b. Frame, Wood, Adjacent R =11.0, 186.0 ft _ 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, 1338.0 ft _ 15. HVAC credits _ b. Under Attic R =19.0, 92.0 ft _ (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) : 04 in this home before final '1 section. Otherwise, a new EPL Display Card will be completed ,y., op .• based on installed Cos co . sli t features. �� : a ` ; Builder Signature: L.tf Date: /07. 79 ,9 6 7 4 9 6) ; 1 J ° �� o Address of New Home: /1z,ee 2.S: (ice /U2- City/FL Zip: &e c. .c&a p *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar 'designation), your home may qualify for energy 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 1315 Registration No. 0 Climate: North 10/11/00 Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(49qr.) 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 Toad calculation 23682 Btuh Total cooling load calculation 26723 Btuh Submitted heating capacity 30000 Btuh Submitted cooling capacity 30000 Btuh Submitted as % of calculated 126.7 % Submitted as % of calculated 112.3 WINTER CALCULATIONS Winter Heating Load (for 1315 sgft) Load component Load Ducts(5 %) Window total 179 sqft 4940 Btuh NMtlows(21 %) Wall total 1111 sqft 3480 Btuh Intl, (29 %) Door total 38 sqft 526 Btuh Ceiling total 1430 sqft 1923 Btuh cma %) Floor total 164 ft 5036 Btuh Infiltration 159 cfm 6649 Btuh IL Subtotal 22554 Btuh Doors(2 %) weua(15 %) Duct loss 1128 Btuh floors(21 %) TOTAL HEAT LOSS 23682 Btuh SUMMER CALCULATIONS Summer Cooling Load (for 1315 sqft) Load component Load Window total 179 sqft 7651 Btuh Latent Irdernal(4%) Wall total 1111 sqft 2095 Btuh Door total 38 sqft 404 Btuh Latent hta (19 %) Vth°yvs(29 %) Ceiling total 1430 sqft 2161 Btuh Floor total 0 Btuh Infiltration 149 cfm 3118 Btuh Internal gain 3300 Btuh (12%) Subtotal(sensible) 18729 Btuh Duct gain 1873 Btuh oucts(7 %) ', Total sensible gain 20602 Btuh ) InIN.(12x) Doors(214) Latent gain(infiltration) 4971 Btuh Latent gain(internal) 1150 Btuh The sizing method used wasergyGauge® System Sizing. Total latent gain 6121 Btuh PREPARED BY: iti TOTAL HEAT GAIN 26723 Btuh DATE: --' / -- EnergyGauge® FLR3PA 2.02 FORM 600A -97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1315 Builder: BASTCON Address: Lot: 1, Sub: PARADISE COVE, Plat: Permitting Office: City, State: ez_a_rz. C'L+i Permit Number: Owner: , � �, Jurisdiction Number Climate Zone: North , x �V3,.1 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 10.00 _ 4. Number of Bedrooms 3 - b. N/A - 5. Is this a worst case? Yes - - 6. Conditioned floor area (ft2) 1315 ft c. N/A - 7. Glass area & type - - a. Clear - single pane 0.0 ft 13. Heating systems b. Clear - double pane 179.0 ft - a. Electric Heat Pump Cap: 30.0 kBtu/hr _ c. Tint/other SC /SHGC - single pane 0.0 ft - HSPF: 6.80 _ d. Tint/other SC/SHGC - double pane 0.0 ft b. N/A - 8. Floor types - - a. Slab -On -Grade Edge Insulation R=0.0, 163.5(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, 925.0 ft2 EF: 0.86 _ b. Frame, Wood, Adjacent R =11.0, 186.0 ft - 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, 1338.0 ft - 15. HVAC credits - b. Under Attic R= =19.0, 92.0 ft - (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) Total as -built points: 19108:00 Glass /Floor Area: 0.14 Total base points: 19485.00 PASS I hereby certify that the plans and specifications covered Review of the plans and ..... sT by this calculation ar n compliance with the Florida specifications covered by this ° 9 ° ' 0 ` . Energy Ener Code. a calculation indicates compliance ' ,, ;,3� �*, � - ,..- -' h "" ., PREPARED BY: EFl with the Florida Ene Code. MILLER m , -7-11-1:'-' _ ti p Before construction is completed . 0 ii• ' l am i DATE: l t; -�� this building will be inspected for ' a I hereby certify that this building, as designed, is in compliance with Section 553.908 ;4 ' . ,� : =' Florida Statutes. .. j..••... compliance with the Florida Energy Code. •••••• � OWNE - ' GENT: " r -2- �- BUILDING OFFICIAL: L...._ - DATE: /1. 9. G'O / DATE: ,/ .2 - 2,- 00 EnergyGauge® (Version: FLR3PA 2.02) FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , PERMIT #: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 1315.0 33.05 7824.0 Double, Clear W 10.0 7.7 5.0 36.99 0.47 87.3 Double, Clear W 8.5 6.0 30.0 36.99 0.46 508.3 Double, Clear N 1.3 2.3 8.0 19.22 0.81 124.0 Double, Clear N 1.3 5.3 15.0 19.22 0.94 270.6 Double, Clear N 1.3 4.0 4.0 19.22 0.90 69.3 Double, Clear E 1.3 4.5 8.0 40.22 0.87 281.4 Double, Clear E 1.3 10.0 15.0 40.22 0.99 596.4 Double, Clear E 1.3 7.0 15.0 40.22 0.96 576.6 Double, Clear E 1.3 6.5 40.0 40.22 0.95 1526.2 Double, Clear S 16.3 7.0 34.0 34.50 0.44 519.1 Double, Clear S 1.3 3.5 5.0 34.50 0.74 127.2 As -Built Total: 179.0 4686.4 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adajcent 186.0 0.7 130.2 Frame, Wood, Exterior 11.0 925.0 1.70 1572.5 Exterior - 925.0 1.70 1572.5 Frame, Wood, Adjacent - 11.0 186.0 0.70 130.2 Base Total: 1111.0 1702.7 As -Built Total: 1111.0 1702.7 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 1315.0 0.60 789.0 Under Attic 30.0 1338.0 0.60 802.8 Under Attic 19.0 92.0 1.10 101.2 Base Total: 1315.0 789.0 As -Built Total: 1430.0 904.0 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 163.5(p) -37.0 - 6049.5 Slab -On -Grade Edge Insulation 0.0 163.5(p) - 41.20 - 6736.2 Raised 0.0 0.00 0.0 Base Total: - 6049.5 As -Built Total: - 6736.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1315.0 10.21 13426.2 1315.0 10.21 13426.2 EnergyGauge® DCA Form 600A -97 EnergyGauge® /ResFREE'97 FLR3PA 2.02 FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 17857.6 Summer As -Built Points: 14093.9 Total Summer X System = Cooling Total X Cap X. Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 14093.9 1.000 1.047 0.341 1.000 5036.3 17857.6 0.3573 6380.5 14093.9 1.00 1.047 0.341 1.000 5036.3 EnergyGauge'' DCA Form 600A -97 EnergyGauge® /ResFREE'97 FLR3PA 2.02 . FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , 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 1315.0 9.76 2311.3 Double, Clear W 10.0 7.7 5.0 10.77 1.19 64.2 Double, Clear W 8.5 6.0 30.0 10.77 1.20 387.5 Double, Clear N 1.3 2.3 8.0 14.30 1.01 115.7 Double, Clear N 1.3 5.3 15.0 14.30 1.00 215.1 Double, Clear N 1.3 4.0 4.0 14.30 1.00 57.5 Double, Clear E 1.3 4.5 8.0 9.09 1.05 76.4 Double, Clear E 1.3 10.0 15.0 9.09 1.01 137.6 Double, Clear E 1.3 7.0 15.0 9.09 1.02 139.2 Double, Clear E 1.3 6.5 40.0 9.09 1.02 372.0 Double, Clear S 16.3 7.0 34.0 4.03 3.57 489.9 Double, Clear S 1.3 3.5 5.0 4.03 1.35 27.3 As -Built Total: 179.0 2082.3 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adajcent 186.0 3.6 669.6 Frame, Wood, Exterior 11.0 925.0 3.70 3422.5 Exterior _ 925.0 3.70 3422.5 Frame, Wood, Adjacent 11.0 186.0 3.60 669.6 Base Total: 1111.0 4092.1 As -Built Total: 1111.0 4092.1 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 1315.0 1.20 1578.0 Under Attic 30.0 1338.0 1.20 1605.6 Under Attic 19.0 92.0 2.00 184.0 Base Total: 1315.0 1578.0 As -Built Total: 1430.0 1789.6 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 163.5(p) 8.9 1455.1 Slab -On -Grade Edge Insulation 0.0 163.5(p) 18.80 3073.8 Raised 0.0 0.00 0.0 Base Total: 1455.1 As -Built Total: 3073.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1315.0 -0.59 -775.8 1315.0 -0.59 -775.8 EnergyGauge® DCA Form 600A -97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS- BUILT Winter Base Points: 9113.7 Winter As -Built Points: 10573.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 10573.9 1.000 1.064 0.501 1.000 5641.9 9113.7 0.5340 4866.7 10573.9 1.00 1.064 0.501 1.000 5641.9 EnergyGauge" DCA Form 600A -97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 FORM 600A -97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details 1 ADDRESS: , , , 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 6380.5 4866.7 8238.0 19485.2 5036.3 5641.9 8429.6 19107.8 PASS - I , ,. o 4zxEsrar 8 .,. /,yr 3pa , ,gyp•' ;' fib F s S i o ,� _ .'It2 rill, EnergyGauge DCA Form 600A -97 EnergyGauge® /ResFREE'97 FLR3PA 2.02 FORM 600A -97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at 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 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12,, Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGauge DCA Form 600A -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. I 1 f 1 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: 10.00 _ 4. Number of Bedrooms 3 _ b. N/A _ 5. Is this a worst case? Yes _ _ 6. Conditioned floor area (ft 1315 ft c. N/A _ 7. Glass area & type _ - a. Clear - single pane 0.0 ft _ 13. Heating systems b. Clear - double pane 179.0 ft _ a. Electric Heat Pump Cap: 30.0 kBtu/br _ c. Tint/other SC /SHGC - single pane 0.0 ft _ HSPF: 6.80 _ d. Tint/other SC /SHGC - double pane 0.0 ft b. N/A _ 8. Floor types - - a. Slab -On -Grade Edge Insulation R=0.0, 163.5(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, 925.0 ft _ EF: 0.86 _ b. Frame, Wood, Adjacent R =11.0, 186.0 ft _ 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, 1338.0 ft _ 15. HVAC credits b. Under Attic R =19.0, 92.0 ft _ (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) •'4TH sti •'••••. in this home before final ' . ection. Otherwise, a new EPL Display Card will be completed ;: _ ?FOA•• based on installed Co • co li t features. PG � � Builder Signature:' Leh Date:;�'cG ° r 1+jj n f s r r? Address of New Home: .6z',t��;% - f �S.i: &'zei- Li City/FL Zip: eel 't.. c'' .,'� 'r c ' yvE 1 � � c 2.- `',,.7 *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar your home may qualify 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 1315 Registration No. 0 Climate: North 10/11/00 Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(49qr.) 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 Toad calculation 23682 Btuh Total cooling Toad calculation 26723 Btuh Submitted heating capacity 30000 Btuh Submitted cooling capacity 30000 Btuh Submitted as % of calculated 126.7 % Submitted as % of calculated 112.3 % WINTER CALCULATIONS Winter Heating Load (for 1315 sqft) Load component Load Duots(5 %) Window total 179 soft 4940 Btuh Y4Mdows(21 %) Wall total 1111 sqft 3480 Btuh Door total 38 soft 526 Btuh 111111(28%) Ceiling total 1430 sqft 1923 Btuh , , , , Calinge(e%) Floor total 164 if 5036 Btuh = Infiltration 159 cfm 6649 Btuh Subtotal 22554 Btuh Doors(2 %) ' WeYS(15%) Duct loss 1128 Btuh Floors(21 %) TOTAL HEAT LOSS 23682 Btuh SUMMER CALCULATIONS Summer Cooling Load (for 1315 soft), Load component Load Window total 179 soft 7651 Btuh ent Int. %) Wall total 1111 soft 2095 Btuh Door total 38 soft 404 Btuh 5 r 1 9 O 7) %) Ceiling total 1430 soft 2161 Btuh Floor total 0 Btuh t ; Infiltration 149 cfm 3118 Btuh Internal gain 3300 Btuh Int.Oah(12%) Subtotal(sensible) 18729 Btuh ' e%) Duct gain 1873 Btuh Duets 7 %) Total sensible gain 20602 Btuh I,te.(1 ,, .. Deors2%) Latent gain(infiltration) 4971 Btuh Latent gain(intemal) 1150 Btuh The sizing method used wasergyGauge® System Sizing. Total latent gain 6121 Btuh PREPARED BY: TOTAL HEAT GAIN 26723 Btuh DATE: i 0 2 - EnergyGauge® FLR3PA 2.02 Certificate of Occupancy Check Lists These items are to be completed before a Certificate of Occupancy is issued for all structures: 1. Review file for all completed inspections. v 2. Fill out sheet on inside cover of file..' 3. Call for drainage inspection at Public Works. 4. Call for C.O. insp ction from Fire Dept. (commercial and industrial only). l\ 5. Call for finished oor elevation survey from builder. ..-.. a3,o i cm c-ci 6. Call for site plan review by Comm. Dev. Director. 7. Review sign off sheet for all signatures. 8. Review file for all completed C.O. inspections. 1. 9. Send C.O. to Building Official for signature. 10. Send completed file to City Clerks office. ADDRESS Co 01 fi C7 DATE S~ 23 -C/ Updated 5 -22 -01 ,. ` ' CITY OF ATLANTIC BEACH ` DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21378 Address: 601 PARADISE COURT Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): 1 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION 1 Date Issued: 2/02/2001 Name: BESTCON INC. Total Fees: 60.50 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 60.50 JACKSONVILLE BEACH, FL 32250 Date Paid: 2/02/2001 Phone: (904)246 -3747 Work Desc: INSTALL .. PLUMBING IN NEW HOME ,r.. „„ .', �., ." r", .� _:.® N FEES CONTRA ...?_° � ° �)�;� , , DON HARRIS PLUMBING PERMIT 60.50 v ms s ,, , w_ r _k.:.. 1 , pe ons Reg ` d ,4,.. :1 �.. , UNDER SLAB PLUMBING SEWER/WATER TO FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH CLEARED UP AND AWAY WORK MUST NOT BE PLACED EITHER CONTRACTOR OR OWNER PUBLIC SPACE, AND MUST BE CLEA 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. 6 -7` 7j;CLZ../-0 %LSI 14 ATLANTIC EACH BUILDING DEPT. Date: 2/92/91 e1 Receipt: 9931163 OEMS 3444 Miee993221999 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 6:0 ( A(oldi ( OWNER OF PROPERTY: � �. Co r BUILDING CONTRACTOR: ?Oi O n)c.11014, PLUMBING CONTRACTOR DON HARRIS PLUMB Nan rf AND ADDRESS: P. 0 BOX 14663 l aCKCOVIII 1 C C1 'D271 TELEPHONE NUMBER: (904) 772 - 0000 y C 1 9 1 9 4 STATE LICENSE NO: ' 4 0 9 TYPE OF BUILDING: #1/o TYPE OF WORK: / /&/IC,d//V4 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED 1 SINKS 1 SHOWERS LAVATORY 1 WATER HEATERS BATH TUBS l DISHWASHERS URINALS 1 DISPOSALS CLOSETS ( WASHING MACHINE FLOOR DRAINS ` SHOWER PANS OTHER t TOTAL FIXTURE COUNT: x *3.50 $15.00 = $ (j%J.6O 4-2.4 I aai INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -5826 Z :391LiCi Gt?88S-Lk2 :QI WWI T flH. TOO2-TT -NUiL' • THIS INSTRUMENT PREPARED BY: �� et Deborah W. Taylor, Esq. Blankenship Law Firm, P.A. 1300 Marsh Landing Parkway, Suite 10* Jacksonville !leach, Honda 32250 RECORD AND RETURN TO: Blankenship Law Firm, P.A. 1300 Marsh Landing Parkway, Suite 108 Jacksonville Beach, Florida 32250 NICE OF COMMENCEMENT PERMIT NO. L TAX FOLIO NO. 17 x 0000 +. ) 7d 3 003 0 The undersigned hereby gives notice that improvements will be made to ceitaln 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, FL 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 713.13(1)(ax7): • 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(1)(b) of the Florida Statutes: Name: AmSouth Bank Address: 9424 Bay 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 tiled under Chapter 713 of the Florida Statutes. BES ON, C_ B ftr 'a W. Nichols, its President STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this /!Jay 001, by Paul W. Nichols, President, Bestcon, Inc., a valid Florida corporatl,,, , on e of the corporation. He is personally known to me. 4 • �.,, Notary Public (SEAT,) , am"' gOf c OVA Commission No,: C 4 79 7 7: 4 2. My commission expires: ��( "co- •d ti8yi °N •3 U1 'NO31538 00i:11 101]7. i'uri i - - - .,r i I ' f f 1 f i , { f 1 1 I I f I � i II { 1 t { f f 1 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 E nn n 'ATI ANT(f REACH FL 32233 - TEL: 247 -5826 - FAX: 247 -5877 E € I'I F I _ _ s01 PARADISE COURT II Address: rPerm Nu mber: } ATLANTIC BEACH, FL 32233 UTILMES Range: Book: Permit Type= Township: Block: Section: Class a of Work: NEW Lot(s): 1 PARADISE CC�'E Use: SINGLE FAMIL ivision Frapased U Subdivision: _- Square Feet Parse! Number: --' - - - fi y -_ Est. //Clue: � OWN i MA Improv. Cost: I m " " Name: BESTCON INC Date Total Fees: 1/11/2flfl I ( Address: 2440 SOUTH BEACH PARKWAY Total tPas: 25.00 JACKSONVILLE BEACH, FL 32250 Amount Paid: 25.00 � Phone: 904 246 -37a7 Date Paid: 1/11/2001 _ _ A ,,, T ,c, " BORE ! ► FR mAll�! sT. AT PARAD. CT. J I Work rLAC �f� ` I`(7 ( • 24" (�E a ,_ _ rlftio Desc: 25 (f i 6iei . f rt, 4?� : - � y i 5 . j�15� � g PERMIT - �. BEBEL�LSOUTNi TELECOMMUNICATIONS n ' 1 � � I � ( _��.� __I . E REQUEC ED AT LEAST 24 HOURS PRIOR TO INSPECTION _ j NOTICE - INSPECTIONS (, I I�JIV� iV�iJ� i(_ REQUESTED vT._... . f _ __.. ... — BUILDING AATER(,.a+.L, RUBBISH AND IS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND DEBRIS FROM THIS MUST BE CLEARED UP AND HAULED A�.A_ Y --- ..! -lE.. COC_NTRACTOR OR OWNE ._ L V WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY .. Fl3!lLUi�E. 4 O COMPLY *�■ ■ ...�... OWNER PAYING T'WlCE FOR BUILDING IMPROVEMENTS" � Q TO PERMIT AND SUBJECT tC!`T T'? REVS){ A ! lCJ4�8 I SSUED ACCORDING O APPROVED PLANS WHICH ARE PART OF THIS PERMI I AND SUBJEV FOR VIOL A1 ION OF APPLICABLE i=RO v IS:ON 3 u. r-. r =` ' a Date: 1/19/81 81 Receipts 8828278 �\ (25.88 14 CASH • - 881888832218 ATLANTIC BEACH IaUIL� iNC .jam: . . ., 904 :67 87.7.;2 'n^/00 11:04 TAX ENGEERING y ST JOHNS BLUFF NO.150 FO 00 , (17:0? "� mo o?1712 �" 9 Ct1Y OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGIl'5 OF WAY AND EASEMENTS DATE ■ - UCH PERMIT NO. p A ISSUED BY THE CITY JOB ADDRESS 6 c� f PA K:4 IJ 1'S E C T VALUATION PERMITTEE E ALL Soo? 4 -re. co m in c , h , c.4 % /O.✓S &7, : A PERMTTTEE ADDRESS 3(4 W R b 1 S T / / JI AR! TELEPHONE NO. l9 6- /R" / REQUESTING PERMISSION FROM THE CITY OF ATL NTIC BEACH TO CONSTRUCT PL . c . i eJ) A , C 2 ' '' 7LPi (3cY) RoRe u ,vuew 19AIv S% AT elikAoISE Cr Sr( t irrici4LD Dcv&�S LOCATIONS; (REFERENCE TO CROSS - STREET) n4I4 5 7 1 K�74,cA, s-r 1 . APPLICANT DECLARES THAT PRIOR TO FILING THIS AP HE HAS ASCERTAINED THE LOCATION OF ALL EXISTING UTILITIES BOTH AERIAL AND UNDERGROUND AND THE ACCURATE LOCATIONS ARE SHOWN ON THE SKETCHES. A U=TTER or NOTIFICATION WAS MAILED TO THE FOLLOWING UTILITIES /MUNICIPALJTiES: JACKSONVILLE ELECTRIC AUTHORITY Yes ( ) NO ( ) DATE: BELL SOUTH TELEPHONE COMPANY Yes 1 1 NO ( ) DATE: FERRELL GAS YES ( ) NO 1 ) DATE: MEDIA ONE CABLE TV YES ( ) No ( ) DATE: 2. WHENEVER NECESSARY FOR THE CONSTRUCTION REPAIR, IMPROVEMENT, MAINTENANCE, SAFE AND EFFICIENT OPERATION, ALTERATION OR RELOCATION OF ALL, OR ANY PORTION OF SAID STREET OR EASEMENT AS DETERMINED BY THE DIRECTOR OF PUBLIC WORKS. ANY OR ALL OF SAID POLES, WIRES, PIPES, CABLES OR OTHER FACILITIES AND APPURTENANCES AUTHORIZED HEREUNDER, SHALL BE IMMEDIATELY REMOVED FROM SAID STREET oa EASEMENT OR RESET OR RELOCATED HEREON AS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS, AND AT THE EXPENSE OF THE PERMITTEE UNLESS REIMBURSEMENT IS AUTHORIZED, 3. ALL WORK SHALL MEET CITY OF ATLANTIC BEACH OR FLORIDA DEPARTMENT OF TRANSPIRATION STANDARDS AND BE PERFORMED UNDER THE SUPERVISION OF (CONTRACTOR'S PROJECT SUPERINTENDENT) LOCAT>;O AT TELEPHONE NO. 4. ALL MATERIALS AND EQUIPMENT SHALL BE SUBJECT TO INSPECTION BY THE DIRECTOR OF PUBLIC WORKS OR HIS DESIGNEE. 5. Au.. CITY PROPERTY SHALL BE RESTORED TO ITS ORIGINAL CONDITION AS FAR AS PRACTICAL, IN KEEPING WITH CITY SPECIFICATIONS ANO THE MANNER SATISFACTORY TO THE CITY, 6 A SKETCH OR PLANS COVERING DETAILS OF THIS INSTALLATION SHALL BE MADE A PART OF THIS PERMIT. 7. THIS PERMITTEE SHALL COMMENCE ACTUAL CONSTRUCTION IN GOOD FAITH WITHIN DAYS FROM THE DAY OF SAID PERMIT APPROVAL. AND SHALL BE COMPLETED WITHIN DAYS. IF THE BEGINNING DATE 15 MORE THAN 60 DAYS FROM DATE OF' PERMIT APPROVAL, THEN PERMITTEE MUST REVIEW THE PERMIT WITH THE DIRECTOR OF PUBLIC WORKS TO MAKE SURE NO CHANGES HAVE OCCURRED IN THE AREA THAT WOULD AFFECT THE PERMITTED CONSTRUCTION. a. 'IT Is UNDERSTOOD AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SET OUT ARE GRANTED ONLY TO THE EXTENT OF THE CITY'S RIGHT, TITLE AND INTEREST IN THE LAND TO BE ENTERED UPON AND USED BY THE HOLDER. AND THE MOLDER WILL AT ALL TIMES, ASSUME ALL RISK OP' AND INDEMNIFY, DEFEND, AND SAVE HARMLESS THE CITY OF ATLANTIC BEACH FROM 4140 AGAINST ANY AND ALL LOSS, DAMAGE, AND COST OF EXPENSES ARISING 114 ANY MANNER OF THE EXERCISE OR ATTEMPTED EXERCISES BY THE HOLDER OF THE AFORESAID RIGHTS AND PRIVILEGES. J. THE DIRECTOR OF PUBLIC WORKS SMALL BE NOTIFIED TWENTY - FOUR (24) HOURS PRIOR TO STARTING WORK ANO AGAIN IMMEDIATELY UPON COMPLETION. SUBMITTED BY: (PLACE CORPORATE SEAL IF APPUCABLE) SWORN TO AND SUBSCRIBED BEFORE ME THIS DAY or • 19 NOTARY PUBLIC ,, _.? PER MI T Nr De tail - NO Drainage Ditch Involved BO L RE LOOATXONST —� o I / IN FIELD ON 12 - _ _ _ W min. 24 min. 609 —�— 24 B _.� 6 r 5 BURIED N e � o - _ _ proposed SYMBOL. LEGEND _ . -- II EX/Sting N N � ' -_ s Description � BURIED (` c 'PERM T NOTE BORE LOCATION STAKED I N FIELD ON 1 2-2-2000 • 2 i 609 607 605 603 601 6 5 4 3 2 1 _ A R /W- -, \ / \ / \ / \f— BSW= 5 — - - -� ' EXI STING_ -_ , __ —_— — EXI STING__ ` ° s - - 60 . _ C/L — PARA01 SE CT- — o if,,,/---71 4 PVC 4 PVC EOP 1 o V-1;3--gW-- SAME TRENCH e 2 5 — — — 4 _ i 1 8 19 20 21 22 610 608 1 606 604 602 STq_c_ i■ E"ve/ DO NoT tfi.4-u E A 'eu i4s < PROPOSED 630' OF BST COPPER CABLE PLACED AT 24' DEPTH 2' FROM EDGE OF PAVEMENT AND 18' FROM RIGHT OF WAY 5 SITE MAP L SITE • D 1-EN Y BC‘ Z -1 3 D -0 0 ------- - - - - -- KESTNER RD - - -- --- — 0 -1 a " 0/09 Tee 0947A 3 0 pTLpN 90° 12/04/2000 09: 53: 24 I , 61 9 X0 '1' 1 10 © SEE DWG 1 FOR MEAS. 11 -- - � 12 13 12/04/2000 09: 53: 24 Bore Detail - NO Drainage Ditch Involved \\,//,, 0 p 1 1 24' 36" 24" min. min. min. E— 2 z < 24' 2' ---->1 M PROPOSED BORE 518' I ' m NORHT OF KESTNER RD I l' BURIED SYMBOL LEGEND • Proposed Existing Description I B BURIED CABLE 1 • 1 � BJ BUR JOINT- TRENCH I ENCLOSURE 1 I �1:��'lM"f_1J• l L..J '� -ii ENCLOSURE N JEA POLE X1579 1 � MANHOLE n I I PIPE /CONDUIT I r i m CA -MKR ,, CA -MKR . CABLE MARKER 1 — — — — B — — — — BURIED SVC WIRE 'sp' 3.1 , b _ __ -B- - - - -B- BURIED SVC WIRE I' m EXISTING BST COPPER CABLE �,__ aJ —_— JOINT TRENCH SVC PLACED AT 24' DEPTH 12' FROM 1 CENTER LINE OF MAIN ST L 1 N/A BORE EXISTING BST COPPER CABLE r �� N/A CUT PAVEMENT C PLACED ON JEA POLE LINE 1 - - -, I y DOWN MAIN ST L__ I N/A SPLICING PIT I 200'2(24') N/A TRENCH LENDDEPTH I L _ _ _ BellSouth I PROPOSED TELEPHONE FACILITIES 1 ON RIGHT OF WAY OF 1 CITY OF JACKSONVILLE I PARADISE COVE SUBDIVISION Exchange: 241 i Designer: I PTE /DENNIS GATES I Phone: r — — — 904 - 646 -1871 I Authorization: 1 ► 03E07927N 1 1 Dwg. 1 of 2 61 7 615 61 3 61 1 9 8 7 6 -R /W \ / / s — / - - - 8 BSW -5 - T 00'R : EOP SAMI TRENCH N — e — BSW -5 R /W --� 14 15 16 17 618 I 61 6 61 4 61 2 Bell Telecomm untcottons PROPOSED TELEPHONE FACILITIES ON RIGHT OF WAY OF CITY OF JACKSONVILLE PARADISE COVE SUBDIVISION Exchange: 241 Designer: PTE /DENNIS GATES Phone: 904- 646 -1871 Authorization: 03E07927N Dwg. 2 of 2 /� // CITY OF � .. 4I Beach-1 Office of Building Off ' I REQUEST FOR INSPECTION Date � � 7 a / 4" � 9 Time Permit No. Received PM. d ....tit... J.. ... -ss d Locality to (= 2s Owner's Name _% - 1 Contra ' f % BUILDING CONCRETE - ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footin. Rough Wiring ❑ Rough ❑ Air Cond. & Re Roofing [1 lab ❑ Temp Pole ❑ Top Out El Heating Insulation [7 Lintel El Final ❑ Sewer Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday Inspection Made r� �.�iig Inspector /L `� ir Final Inspection C Certificate of Occupancy ❑ Date 2 3 - / AA1' _ / CITY OF Office of Building Official REQUEST FOR INSPE ON _ (2 / 3 2 ,z--- Date � �� `� / Permit No, Time I Received P.M. l/ &c Job Addre s /Loc.lity Owner's • �� ' Name �� Contractor BUILDING ( CONCRETE ELECTRICAL PL ' :ING MECHANICAL Framing Li Footing ❑ Rough Wiring • - ... ' it Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION — A.M. Mon. Tues. Wed. Thurs. Friday \ P.M) f 1 A.M. / Inspection Made (� P.M. Final Inspection ❑ Inspector 1.■• Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -5877 ELECTRICAL PERMIT PERMIT INFORMATION.' , 1 LOCATION INFORMATION Permit Number: 21473 Address: 601 PARADISE COURT Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): 1 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 2/15/2001 Name: BESTCON INC. Total Fees: 50.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 50.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 2/15/2001 Phone: (904)246 -3747 Work Desc: CS4 /0 200AMPS 1PH 3W 240V NEW RESIDENTIAL SERVICE FEES .:" ' 8) a att , , . 3..'r ' ' . '" ` " , ; t. PLI .ON FEES DYNAMIC ELECTRIC COMPANY PERMIT 50.00 ptions:Reitd ' ,> ROUGH ELECTRIC FINAL ELECTRIC 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. ter e f 7 Date: 2/15/81 81 Receipt: ATLANTIC BEACH BUILDING DEPT. CHECKS 2s84 �� 84 88188883221888 CITY OF ATLANTIC BEACH, FLORIDA .), 1 Approved by APPLICATION FOR ELECTRICAL PERMIT M TO THE CHIEF ELECTRICAL INSPECTOR: DATE: a i - 494 r OF IMPORTANT NOTICE: ,�Q� 1 yI p, /.off? IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ■ J e • Glue . jdt.vaNV 24rite4 ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME ADDRESS: a©r /Ge/ ` RFD BOX BLDG. SIZE /SIC All • Pt' BETWEEN: / RES. (� ^ APT. ( ► COMM. ( 1 PUBLIC ( ) INDUS. ( ) NEW (J 4 OLD ( I REW. ( ) ADDITION 1 ) TRAILER ( ) TEMP. ( ) SIGNS 1 1 SQ. FT. SERVICE NEW 1 ) INCREASE ( 1 REPAIR ( ) FEE t ONbUCTOR SIZE 0 AMPS COPPER 1 ) ALUM. ( 1 SwItCH OR BREAKER %% AMPS / PH 3 W 4 RACEWAY EXIST. SERV. SIZE AMPS , PH W _ VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZ LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL _ 0 -30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. ------- .._ -_- —__ _ • FIXED O.tOO AMPS OVER APPLIANCES BELL TRANSF. AIR H.P. RATING N.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0.1 OVER MOTORS H.P. VOLTAGE - PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS r - - TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. NO, VA. MA. MOTOR SIZE SWITCH FLASHER — EACH SIGN f _. — _ . __ --.— FORWARDED AL FEES CITY OF 411ass4ic Beach - 4 lonAda Office of Building Official N, REQUEST FOR INSPECTION Date Z , — Permit No. /J ( 40 Time Received M e. ,-:, 1 Job Ad• ess f / Locality '• / (�.��1 O ner's Na .e .I 1 �� Contr �A `.'cam BUILDING • , - ETE ELECTRICAL PLUMBING MECHANICAL Framing ' ❑ Footing ❑ Rough Wiring LTD Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab >i< Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION C A.M.) Mon. Tues. / Wed. Thurs. Friday -PM / 407 i7 Inspection Made ..id P.M. Inspector agOVAIEW Final Inspection ❑ Certificate of Occu an ❑ /d� Date 2 ^v f CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21564 Address: 604 PARADISE COURT Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION 1 Date issued: 3/06/2001 Name: BESTCON INC. Total Fees: 50.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 50.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 3/06/2001 Phone: (904)246 -3747 Work Desc: New Electric Service Cond. Sz 4/0 / 200 amp/ Switc 200 AMP /1 PH /3w/280 " CONTRACIOR(S ,_ t ... r "< .. t ` APPLKIVION FEES BESTCON, INC. PERMIT 50.00 Inspections Required ROUGH ELECTRIC 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. cL - 151.66 14 ATLANTI BEACH BUILDING • =+- . Date: 3/116/91 61 Receipt: 21 161666632Et611 __amaISAMIN 206 CITY OF ATLANTIC BEACH, FLORIDA [ Approved by APPLICATION FOR ELECTRICAL PERMIT t. TO THE CHIEF ELECTRICAL INSPECTOR: DATE: __. / �/ f IMPORTANT NOTICE: ew ' a /a / D IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, . WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ...1) 7144444C, Xece . 011‘.44., dr4CA*444° ALCieele "OzZot /1--- ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE r JOURNEYMAN NAME M F:1C��'GCri ' ADDRESS: 11 5457 `, fireteC[,l( a r• _ RFD BOX BLDG. SIZE BETWEEN: / RES. I I APT. 1 1 COMM./ ) PUBLIC 1 ) INDUS. ( ► NEW }'� OLD ( 1 REW. ( ) ADDITION ( 1 TRAILER ( 1 TEMP. ( 1 SIGNS ( 1 SO. FT. SERVICE: NEW ( 1 INCREASE ( 1 REPAIR 1 1 FEE CONDUCTOR SIZE ' AMPS AO COPPER ( 1 ALUM J .-) SWITCH OR BREAKER can:, AMPS / PH 3 W wtf 2VOLT ..r 'r RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE 1NO. SIZE 1NO. SIZE LIGHTING OUTLETS CONCEALED OPEN 1 TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 31-100 AMPS. { SWITCHES L �1 INCANDESCENT FLUORESCENT & M. V. • FIXED 0.1 00 AMPS. OVER - - APPL1ANCES f J 1 BELL TRANSF. . AIR H.P. RATING H.P. RATING p • CONbITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0 -1 OVER MOTORS H.P. VOLTAGE PITS NO. 1 N.P. VOLTAGE PHS .MISCELLANEOUS • TRANSFORMERS: UNDER 600 V. _ OVER 600 V. NO. I KVA NO. KVA NO. NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED * !.. rEES CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -5877 PLUMBING PERMIT PERMIT INFORMATION _ LOCATION INFORMATION Permit Number: 21809 Address: 601 PARADISE COURT Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: IRRIGATION /DRAINAGE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): 1 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: _ Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 4/23/2001 Name: BESTCON INC. Total Fees: 25.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 4/23/2001 Phone: {904)246 -3747 Work Desc: SPRINKLER SYSTEM CONTRACTOR(S).. > ,. � � � . �' � �` . CATION EES BESTCON, INC. PERMIT 25.00 w j � � d , FINAL NOTICE - INSPECTIONS 1ST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH ANb'ElEBRIS FROM THIS WORK MUST x NOT BE RLACED IN PUBLIC SPACE, AND MUST BE CLEARED L�' 1pP ULED AWAY ,B,,Y. OR OWNER "FAILURE TO COMPLY WITI{ THE G.eNSTRUcT1 LIEN LAV-CAN RESULT IN THE PROPERTY OWNER PAYING TIAACE. 11 l.I NG IpP /,E'NTS" - - -- - ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BUILDING DEPT. �''5 14 Date: 4iC31�i D1 Receipt. 0D5i�1D _ —_— -- _ CHECKS - - - - - - t6fit3221D03 4 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: 00 P Rg e .. , OWNER OF PROPERTY: -x -:4)C TELEPHONE NO. -=e44)5 PLUMBING CONTRACTOR 46_0 m, yy 62 2r-pJe__ CONTRACTOR'S ADDRESS: 3731 C. p. , a;L0 STATE LICENSE NUMBER: .J (57 TELEPHONE: 9Oq -amej HOW MANY OF THE FOLLOWING FIXTURES RE -PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE - PIPE (LIST FIXTURES BEING REPIPED) ANL OTHER u7J0'0'0�- -� � TOTAL FIXTURES: x $3.50 + $15.00 MINIMUM PERMIT FEE - $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: is INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -5826 'T1 1a 4N A, a City of Atlantic Beach , / TEST & MAINTENANCE REPORT 6.4 �__ __ BACKFLOW PREVENTION ASSEMBLIES NAME OF PREMISE: S s ir efv . _ ( P- tiP ( e STREET ADDRESS: CO - iv a Dt e_..._ e---4-- LOCATION OF DEVICE: S 09e-- 0-r-- # e Manufacturer: ' �� W i"t'� � Model: Serial No.: Size: ❑ RP DC ❑ PVB ❑ AVB ❑ AG PRESSURE DROP ACROSS FIRST CHECK VALVE PSI CHECK VALVE #1 CHECK VALVE #2 DIFFERENTIAL PRESSURE VACUUM PRESSURE RELIEF VALVE BREAKER - !NI 1. LEAKED ❑ 1. LEAKED ❑ AIR INLET TIAL OPENED AT LBS. OPENED AT PSI TEST 2. CLOSED TIGHT ❑ 2. CLOSED TIGHT ❑ DID NOT OPEN ❑ DID NOT OPEN ❑ CLEANED ❑ CLEANED ❑ CLEANED ❑ REPLACED: REPLACED: REPLACED: CHECKED VALVE: PSI RUBBER PARTS KIT ❑ RUBBER PARTS KIT ❑ LEAKED ❑ C.V. ASSEMBLY ❑ C.V. ASSEMBLY ❑ RUBBER PARTS KIT ❑ OR OR R.V. ASSEMBLY ❑ CLEANED ❑ DISC ❑ DISC ❑ OR REPLACED: R O -RINGS ❑ O -RINGS ❑ DISC ❑ C.V. ASSEMBLY ❑ E SEAT ❑ SEAT ❑ DIAPHRAGM ❑ DISC. AIR INLET ❑ P SPRING ❑ SPRING ❑ SEAT ❑ DISC. C.V. ❑ A STEM /GUIDE ❑ STEM /GUIDE ❑ SPRING ❑ SPRING ❑ I RETAINER ❑ RETAINER ❑ GUIDE ❑ RETAINER ❑ S S LOCK NUTS ❑ LOCK NUTS ❑ O -RINGS ❑ GUIDE ❑ OTHER ❑ OTHER ❑ OTHER ❑ O -RINGS ❑ OTHER ❑ FINAL OPEN AT LBS. TEST 2. CLOSED TIGHT ❑ 2. CLOSED TIGHT ❑ REDUCED PRESSURE SATISFACTORY ❑ NOTE: ALL REPAIRS /REPLACEMENT SHALL BE COMPLETED WITHIN TEN (10) DAYS. REMARKS: I HEREBY CERTIFY THAT THIS DATA IS ACCURATE AND REFLECTS THE PROPER OPERATION AND MAINTENANCE OF THE UNIT CERTIFIED TESTING COMPANY MO DAY YR INITIAL TEST BY CERTIFIED TESTER NO. DATE REPAIRED BY: DATE MO DAY YR FINAL TEST BY CERTIFIED TESTER NO. DATE OCT 19'00 10:31 CLARSON 302 P02 19 34118 N IVAY i i I. 01 2.0 14%008 • 4 I i K 2: ril NM x E a ei ° ! 1 t MA " } 4‘1 ili 't i li 1 0 a W i 1. I 10 It I J F 1 Sall 0 m a P $ W i 1 1 cr, „NW : r i c A WM a 0 1 a i Q4 I u j re � a 1 1 A I 02 St CCU *.00 OON n. awe......ma ae+oni tnw I- O G �C' P 0� 0 � N c �� C FE \\ \\....., .0°:‘ oti000 I 0 t , 7 OF-9,4,11, 0 a' 1 RA i'll t 'it ‘ 41/6/ ‘ it-\.1 It 9 kii '0/' CO I 7 -0 -0 1 r- a I I ,\ I 1 I ■ O I II t o H ri I I ! O I I, 1 I 1 \ 1 1 I 1 , is . - 1‘ , / P I II i I 1 IND c 1 1 4 IMO o0 I 1 M t" C al 00 _ II E- E - E- E _ ° 03 { I 18 -0 -0 co I I m e HANG NGINSiALlA110NAND1EMP00ARY RAMEDbY6UIIDER V FNiIONALi TOP N51ALd) I ��1, 1) 5 EEEki011d41(kE60MMENDATION5IR 5)ALLVAILEYS ODE60N � '!47151155L0Mi,51 WiH -- P BESTCON, INC. bkAGIN ) ,,,,FR i0 ENGINEEKED DRAWINGS 700 4.) NH LOAD 0700]N5 WALLS 0 PT) 0001 10000 700650 i0 DE 51MV50N 11 EA- ;� } COVE PERMANENT 6RAGNG REQUIRED. LIGHTLY EOK 259 3t O Urce IJ,!6IAVLf ,NOifU01HiRWi,i LOT 1 PARADISE CO .? Truss Division 5 E L006 701010 MAY bE AOJ0Si[ 0 0 OR 10L42; HAW 55 I Oi 51MR50N I L EVELT BLVD. 2) ALL iRL�Ei (INCLUDING TRIM) S 5 51075 PLUMBING. 7: , , 4 22 0NLE i5 NO170 fi HE7WISE I 1315 ELEV. "A" LLE, FLORIDA UNDLP VALI E Y I KAMING) ROT B[ ■ GOMPLLit, Y PLUM OK RIFER iO K1V510v 1 NOTED OIHE )0 FAX: 904.772 - 1973 6) It OOP 16" DEEP a 24' 0 L UNLE55 DETAIL I gALP - - -- DIT -- IDAKBY am RW�S[ kEQV kEM.NIS. ! N(M, i . aNOlm -. Phi _[ _ - _ J%030G j 1