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609 Paradise Ct (vault) l JOB ADDRES4 nl C TYPE WORK K P/W l l Y P.ROPERT-Y o - MEPHONE (0 D 4) CONTRA OR ELEMONE PE Ulff NUMBER ��(� �� DATE INSPECTIONS.• FOOTING W.�-b(� �f 3 - TIE BEAM Lei ITEL NALUNG1SHE4TM2VG FRAS MVG(COYER UP � !)-1 01 NSULATION FINAL BUILDING l i - Z-C.�l CERTMCATE OF OCCUPANCY .ELEC'T'RICAL PERMM INSPECTIONS ROUGH FINAL o Tom. r' 3ECHANIG4L PERMIT# INSPECTIONS ROUGH FINAL PLUMaNc PERS INSPEC7YONS ROUGE/UIVDER SLAB TOPOUT WA 17R/:SEWER .. FINAL l -c NOTES. CITY OF � 4&44& AW64- +i(i�lLrf Office of Building Official REQUEST FOR INSPECTION 7-lo Permit No. 1 A.M. tlP.M. It O cl C2 Job A ress Local' Contract NG CONCRETE ELECTRICALPLU MECHANICAL ❑ Footing ❑ Rough Wiring iD 4 ❑ Air Cond. & O ing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating n ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTIO A.M. Tues. Wed. Thurs. Friday P.M. )n Made P. '\ r V ZinallInspection / Certificate of Occupancy❑ Date ______ — --------- _ CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT - = --- -- -._" - LOCATION INFORMATION __--'-- -__- - PARADISE.CQURT. . : PERMIT dNF.RMATIAN I Address: 609 gook: Permit Number: 24415 ATLANTIC BEACH, FL 32233 I Permit Type: PLUMBING ' Township: Range: Class of Work: ALTERATIONLoos): Block: Section ' Proposed Use: SINGLE FAMILY Subdivision: PARADISE COVE e Feet: cel Number: - -- - --- Squar Par __ Est, Value: OWNER.INFORMATION - {mprov. Cost: Name: WORTHINGTON„ .DALE 7110/2002 Date Issued: Address- 6q9 PARADISE COURT Total Fees: 29:00 ATLANTIC BEACH, FL 32233. Amount Paid: 29,00 Phone:._(009j000-0000 -_- -- - DaiPald: 711112002 . - =-- - -__.- -- - i, -Work bis_c INSTALL 2 HOSE BIBS APPLICATION FEES 29,�0 - ---- - - CQNTRACTORS1-- 'BIG JOHN PLUMBING INC. L j 4 =2 F I ,1�§ .5- ,,, ,d.rtr'-�':., 7.wr.m. ,+lry, it,...�+: •'^Ny" ,"� ,, T ixF+ e ra z r as "x Vis: # «u� A WE �'v . �`�' J'^`��' y5��%'�3a,��� �'T et�`'fl�,-,�'t,�.�'3`t��• 1" , w � �,� �,_ '. _ °ac.s�:.3 •{;° .!' sSrr•^-w'�' c'c '� 1 a�'. "t�'�`��''� c�.�f�is - .14 �'s h �' li I +'at" a4 : r ..+otw�� a�.� , r,. a_, +."'�• C.r. a'�°�+ an', 7:.ww.+ t" 'Fy,,� : x xi ,i � Ak � Cw �,G �. A9�•.+..s.s,.n..:�' 1 r "'k s n" '�•'^"` �.�t.-�` v�- r t � .w � �},�°"t" rd` rte'. ja�,,Y �,.:. .� _ �yw '` �'•+sas'S.'�'k '.t fT + F � TION i b T � — NOTICE ED T � . .nY+x`-+Tl� � z�a'4''� l+�'t ar"T[ci a Lam. `� 1't"'. �r5'�'t•b'h�;..h�L,..a�� �d,�'���.sem,.+ �Y � PUBLIC BUILDING MATE .� "- OWNER i SPACE, AND MU a r: THE 3 A i "FAILURE TO.COM PROPERTY'OWNER ;.. SUBJECT TO REVOCATION ISSUED ACCORDING TOFOR VIOLATION OF APPLICABLE �3Z .:+. w.Rr,!.ucexv ..W:JPiT`y-M.%I Si• I. Type: OC kawli: I _ �_ — - pets• YWA .7250 7/1�2•/42 it 60"Pt 11o• -__-- - $29.01 /ATLANTIC BEACH BU DING D T- 14 Pa11ITS"DrILpIN6 1 t --- - — CKpIMME aw 10112 $29.11 Tn" dgte 7/12/02 Tice: 16:42:11 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tei: 247-5826 - Fax: 247-5877 PLUMBING PERMIT --=---��� — — LOCATIONINFORMATION T.------ _- -- --- PARADISE,COURT _ PERMIT_ TI _ Address: 609 Permit Number: 24415 ATLANTIC BEACH, FL 32233 I Permit Type: PLUMBING Township: Range: Book: Class of Work: ALTERATION Lot(s): Block: Section:. Proposed Use: SINGLE FAMILYSubdivision: PARADISE COVE Square Feet: Parcel:Number: - ---=--=-- Est, Value: _ OWNER.INFORMATION�_ Improv. Cost: Nae: 1NORTHINGTON LE mL Date issued: _ 7/10/2002 AddrI "609 PARADISE COURT Total Fees: 2.9:00 ATLANTIC BEACH, FL 32233 Amount Paid: 29,00 - — Date Paid: 7/11/2002--- _ _ _--- =— 000 000-0000 � —_ - -- _ —Work Desc: INSTALL 2 HOSE BIBS __ APPLICATION 1=ESS — r _ CONTRACTORS) __ --. 29 00 — jBIG JOHN PLUMBING INC. r y..� � ' � a Aa Iff f _ -'II war ,. " '` :}w'�i.•."'s .,w r�` j I f ; y 0.-�'+31���' cy'ccs « p9 F s � F���ny�I.v F ,i'•y�"�ia' 4,W ' w �,t y ��i'��M����.»<Yh.fit r.�s•�'�'�,�it'. � W thrr3' ,�' .yY s.� K r, nv- +� �' - � '����'.c,Ti,+.. 'G.:. Y�' + '"'Na. s . - •'e'R' � fix. .e." `b„a s"t ,c"� 2F.* v.u,rS� i v*JE'•s,c,fF -� ;y _. '.� lr , ,�- 'c .. }f�l,,'. '�a'� ,x � t' Y-r Yz. •J? t 3i a� �s�.-�R x�M"a �•i�v. m„k.t.?. t^". ��q�'. }'�� # �:� G P tl �y.�y �1 nr'--� •;(, 1 i 9!' t .��V J� 4 .�Wi�' �.�• M 1.ir'Y3 yy`V5 Y "Y..cq't 4':k."`� S'M`+�',6"��`�w��, �i S�'��e' .. r..... k E � 7�2KX ,F,,, �e�"F, „ ..'' tA acct ..Y+�'K•�".y�� <fs.�� Qti TION ! NOTICTED _ E« —. 1 7 �,, c � t��,-y�"r.'i�„ - Wks �u 'tt'st�.i .$ �•fi s�'j ,� 3'�. .,�,.�"Y",.cam r _ .�F.. PUBLIC BUILDING MATE;. p -g _ OWNER SPACE, AND MU04 y �y t THE "FAILURE TO..COM' PROPERTY OWNER _ - " 4 SUBJECT TO REVOCATION II I ISSUED ACCORDING TO APP - i FOR VIOLATION OF APPLICABLE m I rI 0 : �f� I IR C 11 A wipt. no: —. — 14 P�1lNITS-EYIIDI)f(i 1 �• ATLANTIC BEACH BU DING D T S CT 1W2 -029.66. f1/12/42 1/12/42 Tin: 16:42:11 CITY OF ATLANTIC BEACH APPLICATIO(�N FOR PLUMBING PiERMIT JOB LOCATION: d 9 OWNER OF PROPERTY: go(n Iy ' G1 TEL.�� PLUMBING CONTRACTOR .� �+n 1�" `�""`�'n 1 ✓`�- CONTRACTOR'S ADDRESS: STATE LICENSE NUMBER: C.. F-C U U:;`i S TEL. HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS I SHOWERS G'^AS'�� LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER _WATER RE-PIPE(LIST FIXTURES BEING REPIPED) OTHER 00ySz 6\03 S TOTAL FIXTURES: X$3.50+$15.00= MINIMUM PERMIT FEE: $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS-(904)247-5826. l r A r r F11 i �� • ,p 6 y: • s • M.-Mmalmay man • :: 01 • • w1 • ■ r • VIAM f . - • • 11 • Iti f1t ltfi �!• • i 'ILI • . . • . • /! * ' • IA FF�Y .r �i'e.. s• r4.. � y r t �" av %".a•t#' t. f tir'"-�''t .c- ,�,._t z ''{;c ;;� .'"3•iP� lex ,.,i-,�, OR �� � 1 "�` -� •'*c. '�.r 7 *�. `Eye .. - z-.^t�,. • � • -��y�✓�:.4�-�,^�r�^`� +sir-�, < T��"� � ��•� ,,�,� � �� $ :� •.�:-' i • � C f� ► a �rti • CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 -- ? "IRNIT Il�ORMA' . CA " _..-._ Permit Number: 23516 Address: 609 PARADISE COURT Permit Type: FENCE 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:-77777777 Improv. Cost: 4,000.00 Date Issued: 2/22/2002 Name WORTHINGTON,- DALE Total Fees: 10.00 Address: 609 PARADISE COURT Amount Paid: 10.00 ATLANTIC BEACH, FL 32233 Date Paid: 2/22/2002 Phone: (000)000-0000 �— Work Desc N ERECT FENCE NO HIGH - KT� `" �ti � tC 1000 PROPERTY OWNER �-ft-o, tt �4 n NOTICE 1 "f( #NOJICTION - BUILDING MATERIAL`-, LIC SPACE,AND MUST BE CLEARED U ( Y BY EI'rH � 0 . OTOR OR O y "FAILURE TO COMPLN LIQ IN THE PROPERTY OWNER PA R` ISSUED ACCORDING TO APPROVE AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVI Oper: DSMITH Type: OC Drawer: 1 r Date: 2/27/02 01 Receipt no: 38064 14 PERPIITS-BUILDING 1 $10.00 ATLANTIC BEACH UILDING Trans number: 741938 CK CHECKS 31 $10.06 Trans date: 2/27/02 Time: 15:48:28 RECEIVED FEB 2 0 GitY of Atlantic Beach CITY OF ATLANTIC BEACH 13U11dfng and Zoning APPLICATION FOR FENCE PERMIT Owners le_ d Phon eZ)41;�t— 9b93 Address i f G% ; Ift1b-,1414- & /c-5< Lot Block and/or Unit# Subdivision i/e . Contractor if Different From Owner r' Valuation of Fence � ��"�orner or Interior Lot f fcr►�s c _ � A Type of Construction fe-,We- be f�� 64 Attach Survey Showing location and height offence as we as loc ion f st eet(s) iY Owners Signature Contractors Signature 4 MAP SHOWING BOUNDARY SURVEY OF OT 5 OVE AS SI-iOWN ON MAP OF PARADISE ` AS RECORDED IN PLAT BOOK 33, PAGES 82 & 82A OF THE CURRENT INC PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: HE _ BEARING REFERENCE:TMBEARING S 04 NATIONAL LINE VERTICAL DATUM.THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. ELEVATIONS SHOWN S: REFER ORV 4898, PAGE 235 S89'47'8811 � cf L 0 T >S r Z Y W }}O,, CQNCRET£ PATIO EZU CONCRETE ( STEP 04 ^� I�1 H a 7.3 E-4 CA Arf p, O Z NaH � ow wva Q � wE-4 � AUHa.r 1 STORY VINYL SIDING 4 DWELLING1,' F ` 18" EAVES w Q O FIN F ..7 L EL (124) O H Q -*(009 a,1 H W io 0 m 15.0' 7.4' 0 tN = U . V � Z 0 Oa 2t Q ROOFED ENTRYt W/COLUMNS (Vaw W N ❑ N O N ' , H a z O "`� {n Nawar z � Z oxaa a � 20.3' cY V O W ON 1a �'' ' rro`!r' sed ZOnwW aPatbMllt ; 'ITU ., 'r�,�s' TNN approval vem" vaA�applicable toning, subdivision and other local land Qp SET IRON davol"ont npulationa,trill doss not 00n6tk �. L9 ,70a q�prowi for the Issuance of permits. Com c1r �1• 10-12-2 and II Ncab r• L�2 lN9ii, St snd F • pe requirements S°��r R_s Wwo fly of Atlantic // 4 4 5 0 9 I leach buitdt% prior to suanc a of a CH=50.0 3' Edina Permit. R.930.00 Lm50.03 DELTA-03'04'57" Appravad Zvoloprna actor PARADISE (60' RIGHT OF WAY) FINAL SURVEY: 10--12-2001 NOTE: FOUND ALL IRONS, EXCEPT AS NOTED FOUNDATION SURVEY: 6--31-2001 NOTE: FOUND ALL IRONS HEREBY CERT SHAT THIS SURVEY, PERFORMED UNDER MY R✓«SPONSi9LE DIRECTION MEETS THE LEGEND MINIMUM TECHNICAL AND/f,RDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 81G17-6, FLORIDA y FOUND CONCRETE MONUMENT ADMINISTRATIVE COD (PURSUANT TO SECTION 472,OT 7, FLORIDA STATUTES), AND FURTHER CERTIFY THAT 1/2' FOUND IRON LB 1704 THERE ARE NO MS1BL'E_EKROACHMF_NTS UPON *I- SU13JECT PROPERTY EXCEPT AS SHOWN. 0 1llL SET IRON - IO 1704 INE Ei.R.L. �urLDINO RESTRICTION LINE el CENTRAL ANGLE'. Ft RADIUS NOTE: THE LOT SURVEYED HEREON APPEARS TO LIE WITHIN FLOOD CLARSON AND ASSOCIATES, INC. t, ARC ..TN ZONES X' AS SCALED FROM THE FLOOD INSURANCE RATE 1643 NALDO AVE., JACKSONVILLE, FL.. 32207 CH Cl."D P.C. POINT OF CURVATURE MAPS, COMMUNITY PANEL NO. 120075 —Q=P . DATED 4-17-89. P.T. POINT OF TA 1"0Y P.R.C.PONT OF REVERSE CURVE P.C.C.PONT OF COMPOUND CURVE OUN SURVEYED JULY 5 , 2001. f*. R/W RIGGHTD--OF-WAY ().AIV,OFFICIAL RECORDS VOLUME " rs • :,E.A. JA �LE ELECTRIC REGISTER O SURVEYOR N0. 4487, FLORIDA LF IELD--B00K 824 PAGE 72 JOSE A. HILL JR. RCP RI coNCRETF PIPECENTERLrNE 877 1 SURVEY NOT VALID WITHOUT EM90SSED SURVEYOR'S SEA{. NOTICE TO: (Nater Department FROM: Building Department ; t DATE: _.,r�=�_ i 1 . 6_ ______------------ Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number I jil pil Iiii I ----------- -------------------- ------------------- ------------ ------------------- ------------------- ------------- --------------------------- -------------------- ------------- --------------------------- ------------------- ------------- --------------------------- --_---------------- Sincerely, l 7 1 A TPat karris Building Department novDec 1 ! . 2 00 1; 2:08PM BtBESTCON, ! nc•,artment 904-247-SOENO- 9333 P. 3 P. 1 CERTIFICATE OF OCCUPANCY This Centliceae issued pursuant to the requken*m of swan toe of the standard eu*lkv cods ownyin9 that at the ume of issuance this slruaure was M oompWwe wflb the vWom ordinances of the City copulating butidkg consiniction or use. for Ow roroong: i I Address; 609 PARADISE COURT Owner: BESTCON ATLANTIC BEACH, FL 32233 609 PARADISE COURT ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22088 Date: 10/2512001 N C. FORD, C.Q. Post in a compictrous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This C od ficate Uuod pursuant to the i e Wrernemo of Section 108 of the Standard Sutlding Cade carVylnq that d the time of issuanoo Oft structure was in { Compliance with the w ns ordinorwew of the City regulating building construtfIon or use. For tha following: 1 , i Address: 609 PARADISE COURT Owner: BESTCON J ATLANTIC BEACH, FL 32233 609 PARADISE COURT ATLANTIC BEACH, FL 32x33 Construction Type: WOOD FRAME Use CloWdrcabon. SINGLE FAMILY I Permit Number. 22088 Date: 10/25/2001 C. "7-t!'k -�� DON C. FOR , C.B.O. ! Lpost in a eonspicuoux space i Received Time Nov• 19. 4:29PM NOTICE TO: Water Department FROM: Building Department DATE: - ------------------------ Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Aiso included below is the ERU number for each location: Permit Number Property Address ERU Number ----------_-------- ,��� ------------------- ------------- --------------------------- -------------------- ------------- --------------------------- ------------------- ------------- --------------------------- ------------------- Sincerely, ^Pat fIarris Building Department Permit Number: 22237 I Date: 11/0212001 I DON C. FORD, POMt in a ecntsricu"s Brace Received Time Nov. S. 10:01AM 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: 609 PARADISE COURT Owner: BESTCON ATLANTIC BEACH, FL 32233 609 PARADISE COURT ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22088 Date: 10/25/2001 I D N C. FORD; C.B. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: i } Address: 609 PARADISE COURT Owner: BESTCON ATLANTIC BEACH, FL 32233 609 PARADISE COURT ATLANTIC BEACH, FL 32233 i Construction Type: WOOD FRAME j Use Classification: SINGLE FAMILY i Permit Number: 22088 l Date: 10/25/2001 } j DON C. FOR6, 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: 1 i Address: 609 PARADISE COURT Owner: BESTCON ATLANTIC BEACH, FL 32233 609 PARADISE COURT ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22088 Date: 10/25/2001 D N C. FORD, C.B. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 609 PARADISE COURT Owner: BESTCON ATLANTIC BEACH, FL 32233 609 PARADISE COURT ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22088 Date: 10/25/2001 C, DON C. FOR6, C.B.O. Post in a conspicuous space BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET - � Cate Requested: 0 - Building Contractor : Building Permit Number : Address : Legal Description: Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be readv for occupancy as Lowest Floor Elevation : require as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE/NOTIFIED DATE APPROVED BY Fire Public Works t F: nni ng Building FLOODPLAIN DEVELOPMENT INFORMATION Location: 5 f bats- 49aeA&C& Type of Development: Flood Zone: Required Lowest Floor Elevation:---Y.,,) & t2- 12 A-4500 r CR0,0a o r 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 propo de lopment. Date Applicant's Signature Department Use: Required Lowest Floor Elevation " ®�- f;L r rt}b®')6: (20ko As Built Lowest Floor Elevation 7 Survey Fred with Building Department Un Building Departiment Representativ -- Nov. 2. 2001'10:51AM5 BESTCON, Inc, i3e F.No. .83.$,I ., ,P.--1— ,.....,..�._..._, MAP SHOWING PLOT PLAN OF LOT !§ SHOWN ON MAP OF PARADISE COPE A3 RECORDED IN PLAT BOOM( W. rAtztS!S2 R 81 OF THE CURRENT PV9UG RECORDS OF DUVAI dOUNtY, FLORIDA - DF F1S CAIS, SNC. }.' HEA FERENM- y WlL*i CWMUM 1—OF— 1 'It1E SANE AS SHOWN ON 7K "T.. P. a (*Oq PdRA&.q- COQ cORV 4698. PAGE 235 3 d , S89'47'5$"E oA 50.40' Y trate Rtl� • f t MnrO in > 1r) 00 Xw 7-W L1CGE1'if12 � ' `�� � ,� x 0 4 W r. ow ? ..J N (11 Tm OAK w td ® rq E co« (xo-) a (a wAo�o„A F 3:; a(r c BAR O bCDY W'AlLf O 0• 7.3' MvnY� a PORCH N o ® ,MIN asArt N N ': %vJwT am PAHA J&w 2d'all Ara (z0") (30- G 8!t4 50 �M Ho as tnw lc 0Ha" 03, Rti930.00 50.03 OELTA-03 4'5-r ARAMSE coURT (60' R14WT OF' WAY) 's TYPE W DRAINAGE [�Sa3E: ' n+e for:HoxN HExEa+navr.Nls to LMTi rLpoa NNM Y As Mao FROM IM H.000 IIOMAM{'E RAZE PRFFAREO 9Y: Maps,CQMMUNTY PANEL S 2UQM-4dWiL UArED 6-I7-59. GLA"ON AND A»90CLT=* IN42. PROFF'ESIONAL LAND,,SURVEYORS! SURVEYS[) WAY 21 2001, 1643 NAM AVENUE.' JACKWMNALLE, FLr:3224y SCALE: t eeeived Time Mar•21. NOTICE TO: Water Department FROM: Building Department DATE: _ //_2_Q� Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number 1 --------- -- ------------- --------------------------- -------------------- ------------- --------------------------- ------------------- ------------- --------------------------- -------------------- Sinc y, F �4 letl' ��VPat Harris Building Department ick t - )9- 200)1:)0: 1BAMA212BESTCON, IAC• DYNAMIC ELECTRIC No-7875 P. 2E 02 ��tt, )Y• ?NI!1 t ;ti5�!14 bE;.i;,;i�.i PI1. r-'►.� F. %( DYNAMiC F.Lzel wiC, Ime. 3187201 S.ST.JOHNS BLUFF JACKSONVI L9, L 3224 D October 19, 2001 Mr, Don Ford City of Atlantic Beach Inspection Department 800 Seminole Road, Atlantic Beach FL 32233 Von -- r We respectfully request that temporary power for the new BESTCON,.Inc, home con- strutted at the address listed below be turned on for a period of thirty(30)days for testing purposes. We will be responsible for anything that may occur due to the energizing of the sovi prior to the Certificate of Occupancy, and the approval and completion of the job. YON S truly, Gary Perkins Dynamic Electric, Imc. Re: Metzger residence Address: 609 Paradise Court Permit 22088 FAx(9041 64a-t 30Z Received Time Oct-19. 9:08AM AA CITY OF 4d Office of Building Official REQUEST FOR INSPECTION Date �E/ ' `� Permit No. Time Received Job Ad ss locality w, 1 Owner' Name x ""' Contract ' BUIL ING CONCRETE ELECTRICAL PLUMBING MECHANICAL mirrg''" ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole CI Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READ SPECTI7��6 ` Mon. Tues. Wed. Friday A Inspection Made PM. Inspector Final Inspection ❑ "'�Certiftcate-of"t7ccupancy L'*.�,1 CITY OF AA11'' 4 r ri aak-c Be4cA-1 Office of Building Official REQUEST FOR INSPECTION �1 Date / Permit No. ZZ D Time A.M. Received PM• 6IVA F>AR A-0(5V- 6 IF Job Address Locality Owner's �j �J Name �Co � ��i 11 BUILDING CONCRETE LSE ECTR � PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air 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. A.M. Inspection Made ® —P.M. Inspector Final Inspection ❑ Certificate of Occupan9o", Date CITY OF 4&4".4 AMICA-0;" Office of Building Official REQUEST FOR INSPECTION Date ©� Permit No. Time Received " P. Job Address (�.QQality Owner's 7�_ J Name i�-�� BUILDING CONCRET ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough mng ❑ Rough Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final Cl Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. OA �� Friday P.M. Inspection Made PM. Inspector Final Inspection ❑; ��y///� Certificate of Occupancy ❑ W ` 3 7Y '7 Date CITY OF i 4&4a&3 Be 44-I Office of Building Official REQUEST FOR INSPECTION Date © �f�o f Permit No. 2 Z O V Tircee l " A.M. Received C� P.M. 60� 0115C Ci• D� Job Address Loc Owner's Nam ractor BU CONCRET ELE B MECHANIC Framing ❑ Footing ❑ R Ro ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Te Pol ❑ ❑ Heating Insulation ❑ Lintel ❑ Fine wer 7 Fire Place ❑ Pre Fab READY FO NS CTION, A.M. ,Q,� on. /r p� Tues. Wed. Friday P.M. Inspection Made PM Inspector nal I rtificate of Occupan ❑ Date � 'A CITY OF ��o B ng fJtN �� ''t9 R®Q�1P"P IN PyCP� Date y ��v v Time } , ^ J Received O ��{�C (\�` JobAir ss Locality Owner's Name ntractor —— BUt ING CONCRETE ���L£CTFifLAly` P 1GIBIN MECFIANTC*6 raming C Footing Rough Wiring I Rough ❑ Air on U Re Roofing U Slab ❑ p Pole U Top Out 1:1Heating Insulation Fe Lintel U U Sewer U Fire Place U Pre Fab ) R ADY FOR INSPECTION A.M. Mon. Wed. Thurs. Friday RM. Inspection Made pector Final Inspection U Certificate of Occupancy U ��/ 7��7� Date nn��//� � //CITY OF 4&4o� Bmc, L i09&u*d6V - Office of Building Official (Z / REQUEST FOR INSPECTION Date r` Permit No. Time A.M. Received P.M. Job Address Locality O er's Name Contractor _. BUIL G CONCRETE ELECTRICAL , 77Vtil-� NG MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. STU. Wed. Thurs. Friday P.M. Inspection Made /�� P.M.�y Inspector i"" Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF 0y4&1 ot& Beac�i-0;&WAaoto, , a Office of Building Official REQUEST FOR INSPECTION Date /0 r c !O Permit No. 5; Time A.M. Received P.M. ddress Locality Owner' C� __ Name Contractor `Q e BUILDING CONCRETE ELECTRI&L PL MBING MECHANICAL Framing ❑ Footing Rou h Wiril G Rough ❑ Air Cond. & Re Roofing ❑ Slab F Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel C_, FioaL-- � Sewer CC Fire Place CJ jj oap Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. —Tb—.---) i ay D Iq 01 A.M. Inspection Made _P.M. Inspector Final Inspection F- Certificate of Occupancy Date Oct - 18. 2001 11 37AM BESTCON, Inc' No-1835 P- 2 Release, Request and Early Power Agreement porn is roquaft.1 noir sander awafim=4koda, ftm Of tltLf tuft IZONnd AQee�t&Ad r UUMO NG P NO ELECTRIC PERMS?Itif3 Q2Q 0.S„ SMV1C>E': CX(0?, o OVEMAD o GTIDIMOROUND We,abo vadMi Gcarcre)Cvnorats"and Bleetrician,►uadaMMd and ap*e: L *Early r oast it purdy for our eonarruetion eowetrience,is nor requirad by Codes,does an aabeeittirte for Jr kani xospecti os or the C/O(C.n:F"a of Oemp ser)tits.Cut ba Wwed'b, 4 m oora pang,and L. Tht Ci Of A}+A,N)"GBtech will ma a a aPedal aeapealoo payor to emly power errespzi%atad rough ' ion Wena' faireP11r'1rval iter latero bw comaecsio end -- �i err: 3. ocamph Wy or W"of the vtewi eonmuclon before a forted C/O coortkwa fiauduitat use of the r arty Aeari t sane,is a pteasl r prohibited and paaal.in d by Tl►a Cary of A440-MCC:B "h Or+dra►ancas,would be a-,WG ioa of I Agram,mc w.aJ ahr11 resale in a mque.a for Prompt reroorel of rlasuia sante altar s"aarer four(24)}wur iat and �. `wy Power,sriare auc wriry is the Electrician and eatast Iaot occur bdore: A. Equrpamm dc.ias and f awmu are kutaUed(or blamed A sdely.and B. pand is eanlatara with breakers.and Covet,u►d Qawlat a�t�gow ec final inspection) C $CrAw 4 Bad trovadint is compl ue.and D. The elm=&YU60 has saw paaaad 4roe44 crew MW eback and E. Meso tau PAW dy marked vith uhhM,Cad P. Tempos y eddr+raa swrdbers displayed.Csrpaaaent number are s.quieW for C/O) 5. All uop kid fed and any outstsndin vegviretuenu rear be raeidred prior to tolew,Cad b. The U ly complewd form ism be and miued ie:he Boildin6 Depsrsa►wu as she Reque+t ttdeaac for EmlY P err by had,r a seM1 or fa:to 00dammrC9. -,n i� 7. Puturyants mill rtot 6e,utepted from thost who rioJece any enc of items 1.6 rbo•o. CONTRAC Oh L—CDATE, (Sita we of Builder) FIE C7R2 DA'3E 04f 7- / C/ (Signature of tic* PERSONAL NAME OF MMM k Pr" .yam (Pkm rr;at) Mis[C When Validated, This T i C 8 E A C H FLORIDA Becomes an Official Receipt. - 20 NAME ADDRESS C CITY s o�i 1-71 kP CITY OF t��ea�ctcc �eacl - ��iidci 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX (904) 247-5805 �.i SUNCOM 852-5800 DATE 2 7-d/ JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS .2,212q— 6 O 9 Please call me at 904-247-5826 if you have any questions. Sincerely,. C"t ATLANTIC BEACH BUILDING DEPARTMENT CITY OF Bw-4-0;"' 21� ! Office of Building Official � -, -2.. -7 / REQUEST FOR INSPECTION C ,? V�2 C? Date Permit NO2 c::;Pc TimeF' m. - Received _ Jo rens Loc ity Owner's NamAL— BUILD CONCRETE 7Wir MU BINS ME, C NIC ❑ Footing ❑�4olpj ❑ Rough ❑ Air Cond.& ❑ e oofing ❑ Slab ❑ Te ❑ ut ❑ Heating Insulation ' ❑ Lintel ❑ Final ❑ Sews F] ire Place; ❑ re FabAl READY FOR INSPECTION L` A.M. Mon. Tues, Wed. Thurs. Friday P.M. �S A.M. Inspection Made " _P.M. Inspector -E _--*----?' Final Inspection ❑ 7 Certificate of Occupancy ❑ / ��� Date nn nnCITY OF Office of Building Official REQUEST FOR INSPECTION �Date —,-231_ � P Permit No. C Time A. Received P.M. J ess oc Owner's c w�.y Contractor W BUILD CONCRETE ELECTRICAL PLUMBING MEC ANICAL F ❑ Footing P Rough Wiring P Rough P Air Cond. & ['Ioo ing P Slab P Temp Pole P Top Out P Heating Insulation P Lintel P Final C7 Sewer P Fire Place P Pre Fab READY FOR INSPECTION Mon, Tues. Wed. 6��7 Friday_ P.M. A.M. Inspection Made P.M. Inspector Final Inspection P // L ' Certificate of Occupancy P Q5/m`5-_ 'y 7 Date ////��// CITY O//F &u*4 Office of Building Official REQUEST FOR INSPECTION (� 01 � Date (( Permit No. Time 06 A.M Received / Job ess Locality Owner's Name Contractor BUILDINGNCRETE ' ELECTRICAL PLUMBING MECHANICAL Framing ❑ n ❑ Rough Wiring Ci Rough L Air 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. A.M. Inspection Made P.M. F Inspector „ � 1,, —s— x _/ Final Inspection ❑ Certificate of Occupancy ❑ � � _753 Date & CITY OF Office of Building Official REQUEST FOR INSPECTIO � � Datey � Permit No. Time A.M. Receivedy P.M. 1.Q r 12 C- --- jqk Address Locality r Owner's �I ' Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBIN ' MECHANICAL Framing 11Footing F1Rough Wiring Ci }—'"Air Co 8, & F, Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation C Lintel ❑ Final Cl Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Q Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made _ Z 3 T r P.M. Inspector Final Inspection ❑ / Certificate of Occupancy ❑ Date — 4&40d �/11''4 ������ //CITY OF Office of Building Official (3 -3REQUEST FOR INSPECTION Date Permit No. th Time / { c 1� A.M. Received f ( -f P.M. U () C1 Job Ad ality Owner's Na "" Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing D Footing D Rough Wiring EI Rough D Air Cond. & D Re Roofing D Slab ❑ Temp Pole D Top Out D Heating Insulation D Lintel D Final D Sewer D Fire Place CJ Pre Fab READY FOR INSPECTION A.M. Mon. 5416Z�T-es. Wed, Thurs. Friday P.M. A.M. Inspection Made P.M. I Inspector Final Inspection D C Certificate of Occupancy Date 11�� CITY OF f4&4*d4c B -&V&uk Office of Building Official 1REQUEST FOR INSPECTION ��j) �c Date 7 Permit No. � Oc) Time A.M. Received P.M. Job Address Owner's Name Contractor L BUILDING AOC ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring I Rough ] Air Cond. & CI Re Roofing ❑ �� El Temp Pole f! Top Out 11 Heating Insulation ❑ LinTel ❑ Final 7 Sewer t:1 Fire Place Pre Fab READY-5-OR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday M. A.M. Inspection Made Inspector n L, Certificate of Occupancy 17 Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247.5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22088 Address: 609 PARADISE COURT Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 97,900.00 OWNER INFORMATION Date Issued: 6/05/2001 Name: BESTCON Total Fees: 2,799.26 Address: 609 PARADISE COURT Amount Paid: 2,799.26 ATLANTIC BEACH, FL 32233 Date Paid: 6/05/2001 Phone: (000)000-0000 Work Desc: NEW SINGLE FAMILY HOME CONTRACTORS APPLICATION FEES BESTCON, INC. "' PERM►T 678.00 w;MAT "R 114 PAC FES" .: 410.00 4 R 1NIPT F- 1,250.00 '£ WAS' a';METER/,T 85.00 RADON GAS-HI R S. 6.84 0.36 ITAL IMPROVE:° , . 325.00 � �- Rftoss CONNf*CT#f N 35.00 ST.SURCHARGE 8.15 HARGE/ATL.BCH. . 091 FOOTING JMBING GO. UP FRAMING LI* ,.: IC RQl1GH MCHANIiCAL SEWER/WATER N FINAL CERTIF/OCCUPANCY x i �k NOTICE=INSPECTI ST BE REQUESTEDAT LEAST 24 HOURS PRI4 TO INSPECTION BUILDING MATERIAL;-, UBBISH BRIB.FROM THIS WORK MUST NOT BE CED IN PUi�LIC SPACE,AND " MUST BE CLEARED U .AND HAUL°ED."AWAY BY EITHER CONTRACTOR OR O R "FAILURE TO COMPOVVVITH"T STRUCTION LIEN AN RESUyf IN THE PROPERTY OWNER PA*G B� EI�IENTS'" ` " ISSUED ACCORDING TO APPRO H E,?A#TJFND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO S AT TIC BEACH OUILDING D T. Operator: CHERYLE Date: 6/86/81 81 Receipt: 886799 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT REKNIT INS '`RWIATIONLOCATIQiN-II�IFOiMATION -- Permit Number: 21967 Address: 609 PARADISE COURT Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: IRRIGATION/DRAINAGE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: Q R ll� RMATION Date Issued: 5/15/2001 Name: BESTCON Total Fees: 25.00 Address: 609 PARADISE COURT Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/15/2001 Phrle: O00 000-0000 Work Desc: SPRINKLER _'- G QCT A`fI<ON`SES H2O MANAGEMENT, INC. PMIT-- 25.00 A A.-�0 a g, y 3 PK FINAL NOTICE - INS CTIONS ST'BE REQUESTED AT LEAST 24 HOUR,%$RIOR T( NSPECTION BUILDING MATERIAL, RIfBBISH ANbbE RIS FROM THIS WOR ST NOT BE LAGER IN PUBLIC SPACE, AND MUST BE CLEaARED A t A F-D,FW -f T,;,E CONTF CTOR OR OWNER "FAILURE TO COMPLY WITH '�'I SfRQCT101� LII N, RESULT IN THE i:QN PROPERTY OWNER PAYING TWICE �861-®INO ISP ENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $25.00 14 AT TIC BEACH BUILDING DEPT. Date: 5/15/01 01 Receipt: 5657542 CHECKS 974 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION : &0 OWNER OF PROPERTY: - -- TELEPHONE NO. PLUMBING CONTRACTOR 142� �?i1lr✓ /n�� = /�— CONTRACTOR' S ADDRESS : 7 STATE LICENSE NUMBER: �� /' TELEPHONE: 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) lag OTHER TOTAL FIXTURES : x$3 . 50 + $15 . 00 c;2 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: - ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 r CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5677 -- ATION _. PER�111T INF" RIIIIiDtT10N T LOCA`t10N 11OR1F __ Permit Number: 22462 Address: 609 PARADISE COURT Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: # NFORITitt Date Issued: 8/07/2001 Name: BESTCON Total Fees: 52.00 Address: 609 PARADISE COURT Amount Paid: 52.00 ATLANTIC BEACH, FL 32233 Date Paid: 8/07/2001 Phone: (000)000-0000 Work Desc: HVAC CONT 1 �► =APPLICATION FEES —.--! I MCGOWAN`S HEATING &AIR COND :�ERMT k ,a 52.00 h M .. Sa ti r, r '7 'v 't 77, NOTIC =' PE l REQUE "C OAST fiOt # CTION -- EC3 IN P K LIC SPACE,AND .. BUILDING MATERI RUBBI Q R,1S 'FROM l"YF 11 T ;. , MUST BE CLEARED P AND kiAY.BY EITHER:CONTRACTOR OR t� FAILURE TO CO Y W1T1 : CO�� '4N;LIEN LA N { EUI. IN THE PROPERTY OWNER Y11€ OR 3 ING'IMP NTS.- ISSUED ACCORDING TO APP F PLP S W'; D SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE S AT L NTIC; EACH BUILDING DEPT. Date: 8/87/81 N R f50 8071 14 ecel CHECKS 22831 8784 �188�3�21888 X2831 LIST ALL EQUIPMENT � 7 AIR CONDITIONING AND REFRIGERATION EQUIPMENT . NunsberUnib Deacriptioa Mode Number litanuf r (Zbespadjy A ra "Ulu HEATING - FURNACES, BOILERS, FIREPLACES ATumtber units Liam Cap&aity Ani (STV) / CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT PERM#T� twtMAi'1`I€ IV�'`' -� _ LTI tt =tR# ATltl _ Permit Number: 22221 Address: 503 PARADISE COURT PermitType: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: I Square Feet: Subdivision: Est. Value: Parcel Number: IN Improv. Cast: `- Date Issued: 6/22/2001 Name: SESTGON Total Fees: 53.50 Address: 609ARADISECCOURT 32233 Amount Paid: 53.50 Date Paid: 6/22/2001 Phone: (000)000-0000 Work Desc: NEW PLUMBING -y.�..� DON HARRIS PLUMBING _PER IT 53.50 e. �` g 4 k > _ s x NOTICE- INSPECTIONS T BE REQUESTED AT LEAST 24 HOURS f IOR TO U4SPECTION BUILDING MATERIAL,AUBBISH AXQ DEBRIS FROM THIS WORK MU OT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED Up_ ULED AWAY BY EI CONTRAC. OR OR OWNER "FAILURE TO COMPLY W LTHHE C16NS� TIG?I�LI�N��A 1t , �SULT IN THE PROPERTY OWNER PAYING TKC TPR U. Dd IMPROE 11iWS" ISSUED ACCORDING TO APPROVED PLANS w-T fet+,ARj���f•'" PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. _. $53.5014 _.-. ATLANTIC B CH BUILDING EPT. Date: 6/22/01 01 Receipt: 0068041 CHECKS 35 __ a CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT LOCATION: ` ( 0Ase- JOBQr �� IL�Vi OWNER OF PROPERTY: BUYLDING CONTRACTOR: PLUMBING CONTRACTOR DON HARRIS PLUNIR-N; (r- AND ADDRESS: P. 0. BOX 14063 TELEPHONE NUMBER: (904) 772- 0900 CFC - 01 9 194 STATE LICENSE NO: TYPE OF BUILDING: f�--tet /j TYPE OF WORK: ZGo HOW MANY OF THE FOLLOWING FIXTURES INSTALLED _SINKS , SHOWERS LAVATORY WATER HEATERS _ BATH TUBS DISHWASHERS URINALS C DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: f z $ 5+50. • $3 1 0 $ ..��-------------------------------------------------------- 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 Jul 09 O1 09:57a Harry McMally 904 247 5872 P• 3 01 11:38a Building Department 904-247 -5805 P- 1 A�ICEQUOTE APPL!CA T ION FOR WATER ANOtOR SEWER TAP APPLICANT NAME MAILING ADDRESS P14ONE NUMBER r �J��-�� CATE SERVICE REQUESTED -IQ,-) I SERVICE LOCATION r.r DATE SET TO PUBLIC WORKS S G� DATE RETURNED TO BUILDING OEPAP.TMEN T PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE +/NATER: Se-�'Q C ICAS -e—Y,-Q, SEWER: OTHER: PRICE QUOTE PREPARED SY. Signature-Title DATE NOTIFIED OWNER "`'' CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address k'fid res It % Date Heated Square Footage y3 @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ 1� Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio VS @ $ per sq ft = $ TOTAL VALUATION: $ O -7 . 900 -) 6o $ ,zoo Total Valuation 1st S J—y 000 4Z �z 200 $ 2- Remaining Value $ 01per thousand o portion thereof TOTAL BUILDING FEE $ 2- + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ / 2- WATER WATER METER/TAP $ epS� CAPITAL IMPROVEMENT $ 3 2 5 SEWER TAP $ (/VRADON (HRS) . 0050 $ SECTION H PAVING ( ) $ c HYDRAULIC SHARES S O CROSS CONNECTION $ 3 V,VIZ- SURCHARGE . 0050 $ erls—x. 91 OTHER $�—(1— GRAND TOTAL DUE $ R 2 2 Z. ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : MAY 21 '01. 14:15 CLARSON 130 P02 M.....: ._...._.... MAP SHOWING PLOT PLAN OF LOT SHOWN ON MAS' OF PARADISE COVE AS REGORGED IN PLAT BUUK 0.5, wavt5 UZ & 62P OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA_ FOR: ESTCON, INC. BEARING REFERENCE: BEARINU JHUWN ON XIGHI-OF-WAY UNE HER ON I THE SAME AS SHOWN ON THE A8 ,'M TIONEa'PLAT. m� �o 9 Paaadielw- C®upi,- i ; CIRV 4898, PAGE 235 S89047958"E oe�/ 50.00' 20' 9RL PAPP LO ry� AJ W 7.5' 1 36 0. 7.5' • � r N LEliEIaD: w O OA's d' J Q TWIN OAK w w h ® TRIPLE OAK (20"),4 Q MAGNOLIA 3 �1 LL' - IL ° i C£1DAR TO a 0 10 MYRTLE 0 m 15.0' 7.5' 0 0 io TWIN MYRTLE 0 ' � � N PORCH N TRIPLE MYRTLE \V (� TWIN PEAR SWEET GUM J 0 \' N Q J 0 PANE 36") PALM CAMPHOR 7.B' 20:0' 20' URL G ^N (20') .. . (so" o 9) 0Q�� `1,0• . 87'4 '50"1N NO SIDEWALK C H • 0 REQIt�REp R-930.00 50.03' DELTA-0 3 '4'57" „AR ADI SE COURT • (GO' R1014T OF' WAY) 4 TYPE "B" DRAINAGE S , �TE:- THE LOT SHOWN HEREON APPEARS TO LIE "THIN FLOOD ZONES 'X" AS SCALED FROM THE FLOOD INSURANCE RATE PREPARED BY,. MAPS, COMMUNITY PANEL No 120010 - UUU1u, UATIrD a-17-59. CLt1 Solq AND 1SSOCIJ41� ;g,, INC. PROFFESIONAL LAND. $URVEYORS SLIR.VEYEn MAY 21 2001- 1643 NALDO AVEWUE.' SCALE:1", = 20' JACKSONVILLE, FL., :32207 Received Time May . 21 • 3 :24PM' MAY 21 '01 14:15 CLARSON 130 P02... :, .:..:......: .._...._.., A • . MAP SHOWING PLOT PLAN OF LOT SHOWN ON MAP OF PARADISE COVE AS RECORDED IN PLAT BOUK 03, FAUtS UZ & U2( OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: ESTCON, INC. SEARING REFERENCE: BE,ARINt; JHUWN ON MUMI—OF—WAV UNE HER ON I THE SAME AS SHOWN ON THE ABOVETt(3N.EQ'PLAT. (004 Paaa co QRV 4898, PAGE 235 S89'47'58"E 50.00 46 ij (�6" 20' BRIL W PAno n 6i r co I I F77 I 7.3' LEGZND: e-- 's t j r r O OAK 9 TWIN OAK e�W M TRIPLE OAK (20")„ Q Q MADNOWA F— ,, � w 1-` i CEDAR �' O CL O 10 MYRTLE Q 0 7.5 O 15 ..^' TWIN MYRTLE O ' O _ PORCH l v TRIPLE MYRTLE CA }! Al ® TWIN PEAR •`I • p i Q J SWEET GUM J <fi i N I 0 1 0 PINE z NC ") ( �" f/► PALM lJ CAMPHOR 7.6' 20:0' • ZO' 8RL (20") 1O 91 87'4 150 -- CH-5 03' A ,' p^L R-930.00' 50.03' OELTA-03' 4'57" PARADISE COURT ' (00' RIGHT OF WAY) y TYPE "B" DRAINAGE ` NOTE: THE LOT SHOWN HEREON APPEARS TO LIE W"IN FLOOD ZONES X. AS SCALEO FROM THE FLOOD INSURANCE RATE PREPARED BY, MAPS, COMMUNITY PANEL SIO 12UU/5 — vkyau, uATEU 4-17-89. CLARS014 AND ABSOCI&TR'IS• INC. PROFFESIONAL LAND.,9URVEYQRS` SURVEYED MAY 21 2001. 1643 NALDO AVENUE, SCALE: 1" = 20' JACKSONVILLE, FL., :32207 Received Time May . 21 , 3 : 24PM ' MAY 21 '01 14:15 CLARSON 130 P02, ,,::�:;,......., .._........,. k MAP SHOWING PHOT PLAN OF LOT A:S SHOWN ON MAP OF PARADISE COVE AS RECURVED IN PLAT BOUK DJ, VAULS UZ & E12% OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: ESTCON, INC. BEARING REFERENCE. BEARINU JHUWN UN KIGH I-OF-WA LINE HER ON I THE SAME AS SHOWN ON THE ABOVE M 110N.E0 PLAT n (0Og Pap-Cc ..S�2. CQ►UpuE ORV 4898, PAGE 235 ro S89'47'58"E 9, 50.0071,' t c4�) .S PATIO `TT ( , SiJ 7.5' i 36.0' 7.5' • � N a • LHin,END: e-- LLr Q W 0 OAKr TWIN OAK r-W M TRIPLE OAK (20"�n Z MAGNOUA r J EL' w (c CEDAR MYRTLE 7.5' O 0 TWIN MYRTLE 0 w w COC-4 � PORCH N TRIPLE MYRTLE N ! TWIN PEAR SWEET GUM O �0 PINE i PALM CAMPHOR 7.51 20:0' ZD' 8RL (12") (20") .. . IARZADISE 'Sfl"W 03REQUNO IREOALK ' 50.03' 03' '4'57" COURT (00, RIGHT OF WAY) TYPE "B" DRAINAGE NOTE-- THE LOT SHOWN HEREON APPEARS TO LIE WITHIN FLOOD ZONES "X" _ AS SCALED FROM THE FLOOD INSURANCE RATE PREPARED BY., /� MAPS, COMMUNITY PANEL �O_ 1200/5 - yUy]LL UHTEU a-77-89. CLA,RSON AND AS SOCIAKESt INC- PROFFESIONAL LAND•.9URVEYORS' SLIR,VEYEn MAY 21 2001. 1643 NALDO AVENUE. SC ALE: ~, = 20' JACKSONVILLE, FL., '32207 Received Time May - 21 , 3 : 24PM MAY 21 '01 14:15 CLARSON 130 P02 _....._..,. M '7 MAP SHOWING• PLOT PLAN OF LOT � AS SHOWN ON MAP OF PARADISE COVE AS REGORUEU IN PLAT 130UK 0.3, WAULt ; UZ & 62P OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: ESTCON, INC. r. BEARING REFERENCE: L3EARINU !SHUWN ON Kl(;Hl-(V-WA LINE HER ON I THE SAME AS SHO YVN Ou THE AgovE M T ow-dPLAT TT Paaa&� COUPJ,- ORV 4898, PAGE 235 �jo S89047'58E 9J 50.00' yowI 0 , f (T 6" 20' 9RL ED P ATI O 'RJ 0; 7.5' 7.5' • r N a • LEGEND: � -t j � r O OAK I d. -I N TWIN OAK t'W TRIPLE OAK (20")." Z > MAONOUA w 0 Q CEDAR o f3 IB MYRTLE b O 15,0 7.5• 0 le TWIN MYRTLE O w w O CV PORCH N TRIPLE MYRTLE TWIN PEAR SWEET GUM (�s") PINE O PALM CAMPHOR 7.6' 20.0' 20' HFtt (20") .. (30" a G 9) 87"44150 fW 0 NO SIDEWALK CH-5 RECkliR�p R:�,930.00' 50.03' DELTA-03' 4'57" PARADISE COURT . (00' RIOWT OF WAY) TYPE "B" DRAINAGE NOTE:- THE LOT SHOWN HEREON APPEARS TO LIE WITHIN FLOOD ZONES 'X" AS SCALED FROM THE FLOOD IN$ORANCE RATE PREPARED BY: MAPS, COMMUNITY PANEL NO. 1200/b - 2W 7aU, UATED 4-17-59. CI,/ RSorj ANE)ASSOCl/1T1 191, INC. PROFFESIONAL LAND. $URVEYORS? SLIR.VEYEn MAY 21 2001- 1643 NALDO AVEWUE.' SCALE:T"^ 20' JACKSON\ALLE, FL., :32247 Received Time May . 21 • 3 : 24PM' MAY 21 101 14:15 CLARSON 130 P02 NEAP SHOWING PLOT PLAN OF LOT 5. AS SHOWN ON MAP OF PARADISE COVE AS RECORDED IN PLAT SOUK !33, WAUL!S bZ 8G SZP OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: ESTCON, INC. BEARING REFERENCE: BEARINV `SHOWN ON KI(;H I—OF—WAY LINE HER ON I THE SAME AS SHOWN ON THE ABOVE'' TIOWEQPLAN. I✓.�.rzrn�. 4* �o Pap-CL co Pi- ORV 4898, PAGE 235 589'47'58"E J 50.00' 46 S (T ts" 20' aRt� 4 m PATIO 1n '1 rJ, RJ 0c) 7.5' t1 36.0' 7.5' • Lj- W r 0 OAK J Q TWIN OAK t"W J M C� 0 W TRIPLE OAK (20") Q Q MAONOUA � Z " OMAR w O /��/ O MYRTLE A 0 1510' 7.5' w la TN1N MYRTLE o N N PORCH O TRIPLE MYRTLE TWIN PEARSWEET GUM 0 1 ) PINE o 36") ( 8" ,n • PALM 6667rrr CAMPHOR 7.6' 20:0' 20' URL a Am 87'4 ' 150"W -- NO SIDEWALK CH= 0 REQUiRhp Ry 930.01 50.03' OELTA�03' '4'57" ,ARADISE COURT (CO' RIGHT OF WAY) k • TYPE "B" DRAINAGE s NOTE- THE LOT SHOWN HEREON APPEARS TO LIE WITHIN FLOOD ZONES "x• AS SCALED FROM THE FLOOD INSURANCE RATE PREPARED BY.- MAPS, Y;MAPS, COMMUNITY PANEL NO- 1200/b — 2991U, UHTEU 4-17-59. Clj*]RSpN AND ASSOCIAT 8j, INC. PROFFESIONAL LAND:.$URVEYQRS SURVEYEn MAY__21 2001• 1643 NALDO AVENUE.' SCALE:(~, = 20' JACKSON\ALLE, FL.,, :32207 Received Time May - 21 . 3 : 24PM` CITY OF ATLANTIC BEACH Fixture Unic Worksheet for Wacer impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE HEASURaENT OF WATER DE.�'AND FOR FAL-A WATEQ FIXTURE UNIT INSTALLED AND CONNECTED TO THE Ci TY WATER SYSTE:!. THE WATEi SUP?LY CHARGE IS HEREBY FIXED AT ,;E`'.y DCL-', .ARS PEA FIXTURE UNIT CONNECTED TO THE CI% WATER SYSTLZ!- . Z BATHROOM GROUP CONSISTING OF SERVICE S7-NK TRA° STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 1 2,, rS�� WATER CLOSET �JATF3 CLOSET, TAHX OPERATED (4) VALVE OPERATED (8) EA=B/SHO ER (2) URINAL WALL LI' (4) SHCWE.4 CROUP PER HEAD (3) FLOOR Sii0LJE3 STALL DOMESTIC (2) LAUNDRY 73.=.Y (2) LAVATORY (1) Cv:'3:;iA::GN S_NK lk`12 _=.AY (3) ' WASHI.NG MACHINE (3) 3 POT, SCULLERY S:VK ( ) IDISHWASHVi (2) 2- WASH SINK EACH SET CF FAUCETS ;�) r.TCS3E't SIN7C (2) DENTAL LAVATORY (1} �LITCSSin NTM WASTE 3 DENTAL UNIT OR CUS?IDOR (1) CRIXDE3 (3) EIDE: (a) URINAL STALL, WASHOUT (4) FLIISHING ZL`i SINK (8) CONB:NATTON SINK AND TRAY WITH I DISPOS. (4) URINAL, P=ESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBE:�/BEAUTY _ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) © LAVATORY, SURGEONS (2) JACUZZI (2) v URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 10 520.00 EACH JOB ZAFOR"ATION ® J �/'/ffPacc 6r. S�F PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: © � 2 A D is F_ OWNER: �rl (l t— Jam' f C HD L-5 [�] 1. Determine Occupancy Classification of the structure. Select occupancy classification which most accurately fits the use of the Building. (Chapter 133) [✓j 2. Determine actual physical properties of building. [,I' a. Determine building area each floor. (Area definition Chapter 62) [� b. Determine grade elevation for building. (Grade definition Chapter 132) C. Determine building height in feet above grade. (Height definition Chapter 62) d. Determine building height in stories. (Story definition Chapter 132) [ x e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 62) [zJ/ f. Determine percent of exterior openings per floor. [t,}' 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 66) [t� a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [ b. Check allowable height and area increases permitted. (Chapter 135) 4. Check detailed Occupancy requirements. (Chapter 64) [t-]' 5. Check detailed Construction requirements [L+ a. Fire Protection of Structural Members (Chapter B6&Table B600) b. Fire Protection Requirements(Chapter B7 and Table 8700) [� C. Means of Egress Requirements(Chapter 610) [ ] d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [ 6. Review design as related to standards. (Chapters B16-B26) [ 7. Check other requirements as necessary. [ J a. Construction projecting into public property(chapter B32) [ ] b. Elevators and conveying systems (Chapter B30) C. Sprinklers,standpipes and alarm systems(Chapter 69) d. Use of combustible materials on the interior(Chapter 138) [✓]' e. Roofs and roof structures(Chapter 615) [.� f. Light,ventilation and sanitation (Chapter 612) [ ] g. Other (9 O f CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: C Don C. Ford, Building Official don/sb.1 RECEIVED PROPERTY DESCRIPTION L `. # 5 , Block # Section #� C- ,division: City ofA�,tia-htic Sge �i11 Street Name in ref fs� �r DESCRIP �C�t 1Pr �� or Address:— _(�, (If in a FLOOD HAZARD Flood Zone: X_—area complete page 3) pd ` Brief Descri o Class of Wo ew/ Remodel/Addition: ZONING INFORMATION Type of Construction: Wood tr(lYV1y Zoning Prop, ed_ J District: Use: c���/"� Estimated Value $ C/ RDO . �(� Exceptions or Variances Materials: Q Granted14 lr Solid or it d i_ Ground: R of: hI (f6 Method of Heating: OWNER INFORMATION 1j { O ' INC.. Property Owner: 2440 South BeaCh ParkWa Phone: Mailing Address jffM0nV1j1ech,' E1 32250 934246-3747 zip: CONTRACTOR INFORMATION Contractor: J Phone -�Da6 3-74-7 Mailing Address: P -zip: a STATE LICENSE NO:_ �3111;� Dapteration . �� ` OZOO 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 SUPPO DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE Contractor Signature DATE 2N TO AND SUBSCRIBED BEFORE ME BY THIS DAY 199 NOTARY PUBLIC 7. SITE PLAN/TREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height (DBH) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an"X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging, paint or tape. c) The front property comers must be marked by stakes or paint indicating the Lot Number or Address. 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE.TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE H, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. a� �,, 4/o Applicant's Signature Date Owner's Signature Date CITY USE ONLY: Tree Conservation Board Chairperson Date CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must submitted with seven(7)copies and received by 5 PM on Friday ten(10) days prior to the scheduled meeting in order to be placed on the asenda. �k INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. b"ftw, 1 . 2440 South Beach Parkway 1. APPLICART NAME ADDRESS 904 2 I0 2. �,(� T .� ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: /�'('�,(� S► ►DCII 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES ❑ NO ❑ NOT SURE 5. PROPERTY ZONING: 24ESIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER * EXTERIOR ZONE** *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. MAY 21 '01 14:15 CLARSON 130 P02 ,:;.......: ._.,._... MAP SHOWING PLOT PLAN OF LOT AS SHOWN ON MAP OF PARADISE CO►`VE AS RECORDED IN PLAT BOUK 5.5, VAUtZ;; 2S2 & 62t OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: ESTCON, INC. r. BEARING REFERENCE: BEARINU JHUWN ON 1tIVH 1-OF-WA. UNE HER ON 1 THE SAME AS SFIOWN ON THE AH M T10A1.EQ'PLAT. n 1( oo q PQ1ZQ. SQ. Co 1!. GRV 4898, PAGE 235 S89'47'5$"E 50.00' (4") 20' ORL 6 m pAT10 � r ` 1 �J 7.a'7.0 ' • t 36.0' r N LEWIND: `— Nt Wr� OAK J N n g TWIN OAK e� j I f TRIPLE OAK (20")w Z dy f_1 MAGNOLIA 3: ! —, 0L Z w _ CEDAR v O O O �b,0' MYRTLE O tt' 7-5' O 4: w TWIN MYRTLE O a - PORCH N 0 TRIPLE MYRTLE N � TWIN PEAR J • v I' Q J SWEET 011M 0 O 4 N ( 8") I , 36") PINE z PALM '4Ae� CAMPHOR 200' 20' eRL *� (20") (1 0 0 Amm <�O 9) FR:r 4 '5O"' NO SIDEWALK 5 0300' 50.03'A O3' '4'57" PARADISE COURT (CO' RIGHT OF WAY) TYPE "B" DRAINAGE NOTE` THE LOT SHOWN HEREON APPEARS TO LIE WITHIN FLOOD ZONES 'x" AS SCALEO FROM THE FLOOD INSURANCE RATE PREPARED BY, MAPS, COMMUNITY PANEL _kIS? 1200/5 - UUCU_u, HATED 4-17-89. ("L,N,$QN AND AS'SOCIATE190 INC. PROFFESIONA•L LAND. DURVEYORS' SLIR.VEYt' ) MAY__ .1 . 2001. 1643 NALDO AVENUE. SCALE: 1" = 20' JACKSON\ALLE, FL., ::32207 Received Time May , 21 . 3 : 24PM FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CGDE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1439 Builder: BESTCON Address: Lot: 5, Sub: PARADISE, Plat: Permitting Office: City, State: Permit Number: Owner: jl� Jurisdiction Number: Climate Zone: or 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) 1439 ft2 c. N/A _ 7. Glass area&type _ _ a. Clear-single pane 0.0 fie - 13. Heating systems b.Clear-double pane 201.0 ft2 - a. Electric Heat Pump Cap:30.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:6.80 _ d.Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A S. Floor types _ _ a. Slab-0n-Grade Edge Insulation R=0.0, 161.0(p)ft _ c. N/A _ b.N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,953.0 112 _ EF:0.86 _ b.Frame,Wood,Adjacent R=11.0, 138.0 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=30.0,1462.0 ft2 _ 15. HVAC credits _ b.Under Attic R=19.0,94.0 f12 _ (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=6.0,110.0 ft _ MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as-built points: 20036.00 PASS Total base points: 20372.00 PA I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in..cpmpliance with the Florida specifications covered by this �o�TxasTAT� Energy ,,a calculation indicates compliance Ene Code. ✓`�- ''� t �` with the Florida Energy Code. PREPARED BY: GIL "- TILLER is ! is ,,,.• _ , �_� , Before construction is completed � , �- DATE: - this building will be inspected for I hereby certify that this buildi g, as designed, is in compliance with Section 553.908 r`LooD sa`� compliance with the Florida ergy Co �. , Florida Statutes. OWN GENT•v` - BUILDING OFFICIAL: - DATE: DATE: EneravGauoe0(Version: FLR3PA 203) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 6, Sub: PARADISE, Plat: , , , PERMIT#: 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 1439.0 33.05 8561.8 Double,Clear NW 11.0 6.5 36.0 25.46 0.56 512.3 Double,Clear NE 1.5 6.0 18.0 28.72 0.92 476.0 Double,Clear NE 1.5 5.5 8.0 28.72 0.91 208.1 Double,Clear NE 1.5 13.5 18.0 28.72 1.00 515.1 Double,Clear NE 1.5 9.4 9.0 28.72 0.98 252.5 Double,Clear SE 1.5 6.0 36.0 40.86 0.88 1299.4 Double,Clear SE 1.5 6.5 40.0 40.86 0.90 1474.8 Double,Clear SW 1.5 11.0 36.0 38.46 0.99 1364.6 As-Built Total: 201.0 6102.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 138.0 0.7 96.6 Frame,Wood,Exterior 11.0 953.0 1.70 1620.1 Exterior 953.0 1.70 1620.1 Frame,Wood,Adjacent 11.0 138.0 0.70 96.6 Base Total: 1091.0 1716.7 As-Built Total: 1091.0 1716.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 17.7 2.40 42.5 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 17.7 1.60 28.3 Bass Total: 37.7 164.5 A"uilt Total: 37.7 110.3 CEILING TYPES Area X BSPM = Points Type R Value Area X SPM = Points Under Attic 1439.0 0.60 863.4 Under Attic 30.0 1462.0 0.60 877.2 Under Attic 19.0 94.0 1.10 103.4 Base Total: 1439.0 863A As-Built Total: 1556.0 980.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 161.0(p) -37.0 -5957.0 Slab-On-Grade Edge Insulation 0.0 161.0(p) -41.20 -6633.2 Raised 0.0 0.00 0.0 Base Total: -5957.0 As-Built Total: 41633.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1439.0 10.21 14692.2 1439.0 10.21 14692.2 EnerovGa me4lt DCA Form 600.0-97 EneravGauoe@fResFREE'97 FLR3PA 203 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 5, Sub: PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 20041.6 Summer As-Built Points: 16969.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 16969.4 1.000 1.047 0.341 1.000 6063.9 20041.6 0.3673 7160.9 16969.4 1.00 1.047 0.341 1.000 6063.9 ErwmvGauaeTTM DCA Form 600A 97 EnemvGauae8/ResFREE'97 FLR3PA 203 FORM 600A 97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 5, Sub: PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt len Hgt Area X WPM X WOF = Points .18 1439.0 9.76 2529.3 Double,Clear NW 11.0 6.5 36.0 14.03 1.03 521.1 Double,Clear NE 1.5 6.0 18.0 13.40 1.01 242.7 Double,Clear NE 1.5 5.5 8.0 13.40 1.01 108.0 Double,Clear NE 1.5 13.5 18.0 13.40 1.00 240.8 Double,Clear NE 1.5 9.4 9.0 13.40 1.00 120.6 Double,Clear SE 1.5 6.0 36.0 5.33 1.10 210.5 Double,Clear SE 1.5 6.5 40.0 5.33 1.08 230.8 Double,Clear SW 1.5 11.0 36.0 7.17 1.01 261.0 As-Built Total: 201.0 1935.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 138.0 3.6 496.8 Frame,Wood,Exterior 11.0 953.0 3.70 3526.1 Exterior 953.0 3.70 3526.1 Frame,Wood,Adjacent 11.0 138.0 3.60 496.8 Bass Total: 1091.0 4022.9 As-Built Total: 1091.0 4022.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 17.7 11.50 203.6 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 17.7 8.00 141.6 Base Total: 37.7 449.6 As-Built Total: 37.7 309.6 CEILING TYPESArea X BWPM = Points Type R Value Area X WPM = Points Under Attic 1439.0 1.20 1726.8 Under Attic 30.0 1462.0 1.20 1754.4 Under Attic 19.0 94.0 2.00 188.0 Base Total: 1439.0 1726.8 As-Built Total: 1556.0 1942A FLOOR TYPES Area X BWPM = Points Type R Value Area X WPM = Points Slab 161.0(p) 8.9 1432.9 Slab-On-Grade Edge insulation 0.0 161.0(p) 18.80 3026.8 Raised 0.0 0.00 0.0 Base Total: 1432.9 As-Bulk Total: 3026.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1439.0 -0.59 -849.0 1439.0 -0.59 -849.0 EneravGauae®DCA Form 600A-97 EnemvGauoe0/ResFREE'97 FLR3PA 2D3 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 5, Stub: PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT Winter Base Points: 9312.4 Winter As-Built Points: 10388.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 10388.2 1.000 1.064 0.501 1.000 5542.8 9312.4 0.5340 4972.8 10388.2 1.00 1.064 0.501 1.000 5542.8 IEnaravGawaTm DCA Form 600Ar97 EneravGauae/ResFREE'97 FIR3PA 203 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 5, Sub: PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.86 3 1.00 2809.86 1.00 8429.6 As-Built Total: 8429.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7160.9 4972.6 6238.0 20371.7 6063.9 5542.8 8429.6 20036.2 E:FPASS w EneravGauaeTm DCA Form 6MA 97 EnerovGauoe0/ResFREE'97 FLR3PA 20:3 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: 5, Sub: PARADISE, Plat: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Ms)dmum:.3 d nVs .ft.window area;.5 cftWsq.ft.door arm. 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&toplbodom 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 ate. Floors 606.1.ABC.1.2.2 Penetrationslopenings>11W sealed unless backed by truss orjoint 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 Furfures 606.1 ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed boot with 112'clearance&Y from insulation;or Type IC rated with<2.0 cfrn from conditioned space,tested. Mufti-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. SA-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat bW required. Swimming Pools&Spas 612.1 Spas&heated pools must have cowers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficien of 78%. Shower heads 612.1 Water flaw 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-Fnarne R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnerovGauae'm DCA Form 6001-97 EnerovGsuoe6 ResFREE'97 FLR3PA 203 ENE Y PERFORMANCE LEY (EPL) SPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* _82.6 The higher the score,the more effiicient the home. , Lot: 5, Sub: PARADISE, Plat: , , , 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:30.0 kBtu/hr - 3. Number of units,if multi-family 1 _ SEER: 10.00 - 4. Number of Bedrooms 3 _ b.N/A 5. Is this a worst case? Yes - - 6. Conditioned floor area(ft) 1439 ftz c. N/A - 7. Glass area&type _ a. Clear-single pane 0.0 it 13. Heating systems b.Clear-double pane 201.0 W _ a. Electric Heat Pump Cap:30.0 kBtu/hr - c. Tint(other SC/SHGC-single pane 0.0 fl HSPF:6.80 _ d.Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A - 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 161.0(p)ft _ c. N/A b.N/A _ - c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons ` a. Frame,Wood,Exterior R=11.0,953.0 ft2 _ EF:0.86 - b.Frame,Wood,Adjacent R=11.0, 138.0 ftp _ 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, 1462.0 ftz _ 15. HVAC credits - b. Under Attic R=19.0,94.0 ft= _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AM Garage Sup.R=6.0,110.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, W-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) o�Ti sTg in this home before fipecaion Otherwise,a new EPL Display Card will be completed based on installed C pliant fea S. = H Builder Signature: - Date: Address of New Home: City/FL Zip: j�CpD We.t�v`' *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPAIDOE EnergyStaW designation), your home may qualify for energy efficiency mortgage (Mvp incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. Enertw ranecO Nersion:FLR3PA 203) Residential System Sizing Calculati®n Summary Project Title: Class 3 Rating 1439 Registration No. 0 Climate: North 5/25/2001 Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77 Humidity difference 4 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heating load calculation 24290 Btuh Total cooling load calculation 26412 Btuh Submitted heating capacity 30000 Btuh Submitted cooling capacity 30000 Btuh Submitted as% of calculated 123.5 % Submitted as% of calculated 113.6 % WINTER CALCULATIONS Winter Heatin Load for 1439 ft Load component Load a(s%) Window total 201 sqft 5548 Btuh Vw1do s(23%) Wall total 1091 sqft 3489 Btuh 1ntH.(2M) Door total 38 sqft 524 Btuh Ceiling total 1556 sqft 2089 Btuh Floor total 161 ft 4959 Btuh Infiltration 156 cfm 6526 Btuh %) Subtotal 23133 Btuh Duct loss 1157 Btuh Fbor ) TOTAL HEAT LOSS 1 24290 Btuh SUMMER CALCULATIONS Summer Cooling Load for 1439 s ft Load component Load Window total 201 sqft 7957 Btuh L.�1rtw,.K3%) Wall total 1091 sqft 2093 Btuh pert n,..(,8%) Door total 38 sqft 400 Btuh wrida" (30%) Ceiling total 1556 sqft 2347 Btuh Floor total 0 Btuh Infiltration 144 cfm 3012 Btuh Internal gain 3000 Btuh Subtotal(sensible) 18809 Btuh WWK7%) Duct gain 1881 Btuh vice%) Total sensible gain 20690 Btuh Infl.`11%j DomK2%) Latent gain(infiltration) 4802 Btuh Latent gain(intemal) 920 Btuh The sizing method used was EnergyGauge®System Sizing. Total latent gain 5722 Btuh PREPARED BY: TOTAL HEAT GAIN 26412 Btuh DATE: EneravGauae® FLR3PA 203 OWNER:Metzger Lot(s)5 PC,Block SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 5/25/2001 CONSTRUCTION JOB ADDRESS: Lot 5 Address 609 Paradise Court, City Atlantic Beach, State FI. Zip 32233 All Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable-"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: 2500 PSI Slump: 3" Width: 20" Depth: 10" Reinforcing:#5 Number: 2 Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FROST FOOTING-Concrete Mix or PSI: N/A 7—slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: Conc. Block If Concrete Block-Size: 8"x16" Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: #4 Number: 1 Spacing: 48"oc N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A 7R-Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 1 OWNER:Metzger Lot(s)5 PC,Block 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A Finish&Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 1 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: FibermeshFill: Sand Thickness: 4" Size: Varies Finish: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: None Fill: Sand Thickness: 4" Size: 3'wide Finish: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 8' x 10' Finish: Broom DRIVEWAY-Concrete Mix or PSI: 2500 1 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 16'wide Finish &Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: If foundation>24" 1-#5 FOUNDATION BOLTS-Spacing: Per req. Location: At perimeter Engineering EXPANSION JOINTS-Type: None Location: N/A CONTROL JOINTS-Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists;floor joists; sub flooring; plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging; joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks,treads and risers. BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 2 OWNER:Metzger Lot(s)5 PC,Block Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16"O.S.B Size:4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Front, Sides&Rear Mainstreet Size: Varies Roof Sheathing Material:O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A Nails-Framing Members:Common or Galvanized (weather related) Siding: Galvanized Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" NIA Top &Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers, Windows &Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A NIA Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A 1E__ I I I BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 3 OWNER:Metzger Lot(s)5 PC,Block Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2"vinyl decorative trim Door Trim 3-1/2"vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material:#26 galvanized steel Windows: Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents: Vinyl Gable Vents: None 4.WINDOWS: Manufacturer/Style: KINCO MARK 50 Material: Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: Certainteed Fiberglass Grade: 25 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4"galvanized Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4"galvanized Roof Edging: 6" pre-painted galvanized steel Step Shingle Flashing: 5"x 5"galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18"galvanized Roof Fans/Vents: 6' steel off-ridge BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 4 OWNER:Metzger Lot(s)5 PC,Block 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1 st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors) Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage Mid America Model Regal 40 PFS 16'x7' 2-1/2" Mid America Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 5 OWNER:Metzger Lot(s)5 PC,Block 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek --1450 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1500 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer Wor Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger-jointed white pine WMP-256 2-1/4" Base Generic Finger-jointed white pine WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger-jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 6 OWNER:Metzger Lot(s)5 PC,Block 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALUPLASTER Room Material Thickness Method of No. of Coats Installation Walls Ceilings ALL WALLS Sheetrock �2„ Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/Popcorn or 1�2 Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 7 OWNER:Metzger Lot(s)5 PC,Block 11. CABINETS, VANITIES, COUNTERTOPS, BOOKCASES: Euest CATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE WOR MATERIAL Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Bath Chadwood or Estate Recessed panel WilsonArt 4"WiisonArt None ath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: NIA FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile & Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath: w/felt Other: Stucco at foundation only BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 8 OWNER:Metzger Lot(s)5 PC,Block 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump/Air Conditioner Brand Name, Model, Size: 3 ton JANITROL 10 SEER CPKE36-1 A36-10 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers (except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, & Number: CODY One-way throw-11 Grilles Brand Name, Style, & Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, & Model: N/A Electronic Air Cleaner Brand Name, &Model: N/A Baseboard Heat Brand Name, Model &Numbers: N/A Stove Vent: N/A Dryer Vent:4" metal Bath Vents: 3"diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 9 OWNER:Metzger Lot(s)5 PC,Block 14. PLUMBING: Waste Disposal-Public: City of Atlantic Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of Atlantic Beach Private: N/A Pressure Reducing Valve-Make& Model: NIA Gas Supply-Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3/" House to Water Heater CPVC SCD40 Glue 3/" House to Bathrooms CPVC SCD40 Glue 3/"TO 1/2 House to Kitchen Sink CPVC SCD40 Glue 3/"TO 1/2" House to Refrigerator CPVC SCD40 Glue 3/"TO 1/2" House to Dishwasher CPVC SCD40 Glue 3/"TO 1/2" House to Ice Maker N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 10 OWNER:Metzger Lot(s)5 PC,Block Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Round Toilet Seat Church Church Shower LASCO 3460 Tub STERLING 2660 Acrylic Feature Tub Faucet& Control Lever DELTA D- DELTA D- 2710LHP/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet& Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location, Type& Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type& Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 11 OWNER:Metzger Lot(s)5 PC,Block Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink Sterling 3322 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC _T_ Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 OWNER:Metzger Lot(s)5 PC,Block 220 High Voltage Wiring Detail: Item Wire Size Breaker Size Individual Circuit Quantity Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 2 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach - FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 13 OWNER:Metzger Lot(s)5 PC,Block 110 Voltage Wiring Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 3 1 10 Dining/Family 15 amp #14 CU 5 2 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 4 Master Bath 15 amp #14 CU 1 1 1 Guest Bath 15 amp #14 CU 0 0 0 Bath #1 15 amp #14 CU 1 1 1 Bath#2 Master Bedroom 15 amp #14 CU 2 1 6 Bedroom#1 15 amp #14 CU 1 1 3 Bedroom#2 15 amp #14 CU 1 1 5 Bedroom #3 Closet#1 15 amp #14 CU 1 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 20 amp #12 CU 3 1 3 Garage 15 amp #14 CU 1 2 3 BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 14 OWNER:Metzger Lot(s)5 PC,Block 110 Voltage Wiring Detail (continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 Cl 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 1 5 Weatherproof Recept.. 15 amp #14/2 CU 3 Smoke Detectors 15 amp #14/2 CU 4 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name&Model Number Wire Size Quantity Dining Room Progress 4032-30 1 Breakfast Nook None 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-30 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls, Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage(front wall bracket) Progress P5745-30 1 Front Porch (O/H) Progress Recessed 1 Kitchen Sink(O/H) Recess with open trim 2 BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 15 OWNER:Metzger Lot(s)5 PC,Block 16. PAINTING: PAINT, EXTERIOR: N/A Number of Coats: 2: N/A Siding: Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: Ultra deluxe flaq Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A L-- 17. GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks/Downspout Extensions: N/A Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 16 OWNER:Metzger Lot(s)5 PC,Block 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To T-0"AFF Guest Bath Bath #1 VINYL Owner's Choice To 7'-0"AFF Bath#2 Foyer C/TILE Laundry VINYL E__ Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19. SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name & Model: Pre-wire ONLY Attic Fan Brand Name& Model: N/A Skylight Brand Name& Model: N/A Suntech FGC 2549 Bronze 25"X 49" Roof Ventilator Brand Name& Model: 6' Off Ridge Vent Galvanized Stampco Smoke Detectors Brand Name& Model: Firex 4418 w/battery backup Intercom Brand Name& Model: N/A Style& Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 2 Burglar Alarm Brand Name& Model: DSC PC1555 Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 OWNER:Metzger Lot(s)5 PC,Block 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: Full Coverage of Floritam St.Augustine Number and species of plants: 20-3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22.ALLOWANCES: ITEM Manufacturer and Model/Style INSTALLATION DATE (Tentative) Wallpaper, Materials, & Labor N/A N/A Floor Coverings—Carpet Portico -Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong - Memories N/A Range MAYTAG MER5530AAW N/A Dishwasher MAYTAG MDB4100AWW N/A Hood vent MAYTAG H 304RW N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan & Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing & Labor N/A N/A N/A 23.PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 18 LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 5 / i$ / 2001 Re:-Wind Loading Requirements For LOV+5 PMAki se- cOve- Jax. Beach , Ff. Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 1997-SBC for wind speeds of 100 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 1997-SBC as long as sheets #Q thru #10 of the architectural drawings are satisfied. it shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear wails segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceiling joists of any shear forces acting normal to their longitudinal axis, f) that I have no knowledge of any subsurface soil condition report ; thus, all footings are designed as shallow footings bearing on soil that possesses a maximum allowable bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report, then I shall be notified and possiblefooting design revisions may need to be implemented prior to commencing footings work, Please let ire know, if further help is needed. Sincerely Louis J. Gabriel, P.E. 5 X01 LDt s P Th e u bzk4-t "."-j ,res I n c e. �10% s t;,t e • Po cLVW z 5 truc tmy-A L 4 F� o �'' T n Riau Fra m l-A 5 ge e 0 /YNSSCS 4 P`l0or )YNVel �- Fol pct. ;nJOJI : — see 50eju �C' �+ arc�tipec. ray A <<o vaxic to s•t .-w ••.� 1 :_ �f 2 A Z6 by Lb 98 0 t•, Penes QAL2Si AOtAJ 0 1:�%e.YvjiSe Gof:ierl goo 4- 1JaJJ ci el,-Lnai L �+.[.Lurn'I = �� cuw�,j,, Witt Y►c:•. , A ; _I$_ �. i-MW. (JN t& uIL• un -R 6r-r V"e� t.l. O-AteSs HOW 06�.e.,���se �I/lt 9()o� J-.5 r Raw Cl d' aAfaat 4 PO(d,-CS Zoov i- -.v_._ To � o.F Re4i�pro T ett4j o FY t1v,,% te FST ro y- (btNt-Ca 5 7 a44 'Ru"" Fyv't t7o bw�-= 3s Sheet Date l . 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C Mttd� -- 7i 9 t aPFLteJ out&& Wties. goof pitl, 1-s more 09%�m T to WMt PreSsate Fh ''voF QC a"Uleckh t WheA% ,rooF Pith, is wore 4%. � '!T AC6H S6encw f er F l = C F)f 1./.Q 'SeZ SLAC_et4 5":_ totA.Q 'Skeay- Vorcc (,%) Cur) C -P /z) + r9C-fir) LA ?mn , Ovpr'3wer it fAm e*t=C2{W)C-%'Xo.S)tC w ,n W e i5� )(.Qu2� W — � i t��d�, ��?'k�+ CD� W SLI tl�hii c�. YeS►s is O. )A fi 'r Or �� :- T wsi'ai+ or co-mfressikm Qwahl eAjs M�� � S « :- - fie 4�re� �tcQtioY bolts s� �.si�� Cr► der;a ;- FOr Ex tV-i+r►o-,r WoASt- AILOCJI ow 60tt Q ©fit T S�a Ib�C V/i.0871MO a36 bnd or ALL �Sido _ 1440 1�r C it 9 11 �'��dW • ���-� 5��.�Y�u^s►ir� - l��d �bs �� IL�`x'Y X01 E x � go 4.ts ���` ��.SI�R�.� fes, Y�ct.►� w��• S C oo�$� ���1,s, t�r(.ess �o I f 1 I OL kt/ 1 C BEDROOM Tm BEDROOM I GARAGE 9'3 x u'4 111 x 11`4 19'3 x 14'4 SEE DETAIL L OF a.._ fLoSYA. SIALLcmNE $[4 TtSTALL 4� Riltffii ` t .�GATUR KITS A36 TI-REA DED RODS CI1NTINUUS E 97 1/9` _r FRW TOP PLATES TO FOOTING SPACED ON 6D'O.C. IL kmeow a "` - {} S 9)SEE MI- J GF SHEET +db FUS TYR DOLT 1 I WEN to MUM +�pT�_ _ RLk7. ,SEN MUM �J knaR**It ° 9D ��tt V 97 9a [OPEN TO CULL- Th15 iatl ig knee 1 4e kneewati full p�lgh{ D #O'LmVU6 wood CelliflQ QED CU" cap- above cop-open 36'NneeNOtt #O c '%ING PORCH 9'1 x 341 35' x 14'7 15' 20' B9 O _Ur � mrOo = CO = c-)CO omUC,LL z r 4t COU. z a B8 co ::7 c� cn dLA_� LCD C)0 - O -0 CO `S}n Cn :1Dm _ �U C n n C :3D ---A :1D 0 n H 0 B7 3 t!? Z M M � n CO O � B 6 ai C . m 85 2-PLY m co a) O 0 :1D � XF =mF- M X _ X � C0 W H Cf)O 0o CIl N T! M Cn C �J I Z C I CO m CO w w � _ f- — — � zz I CO m m ;O 0 M I 35' 1 . 0 . Box 12267 Lumber U 1 I (n te d Jacksonville, FL 0 32209 C904) 356 - 5440 ATTENTION: Contractors Crews & Frames Oo not cut or alter t;ussef. Any questions or discrepancies should be directed to Lumber Unllnited of 356-5440 Pr Tor to aracttpn nodtFtcotlon or any trusfef � D— Lumber Unllnited le not liable ror any "bock chorges" un lest a proved by oma or ___ _ _our re�resentotives before the work crsotln tq he ohor9e Is�7errorned. SUPPORT REPORT JOB DESCRIPTION: 7451 WIND CODE: CURRENT SBCCI WIND MPH: 100 BLDG TYPE: CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN-ft SIZE-in- TYPE XLOC-ft. YLOC-ft- MAX. +# MAX.-# UPLFT.-# -------------------------------------- Al 35.667 3.500 WALL 0.000 8.094 1407 -566 Al 35.667 3. 500 WALL 35.375 8.094 1317 -479 ------------------------------------------------------------------------------- A2 35.667 428.000 WALL 0.000 8.094 2727 -736 ------------------------------------------------------------------------------- A3 35.667 3.500 WALL 0.000 8.094 637 -407 A3 35.667 3. 500 WALL 15.669 8.094 1370 -385 A3 35.667 3.000 LUS24 35. 417 8.094 717 -458 ------------------------------------------------------------------------------- A3A 35.667 3.500 WALL 0.000 8.094 392 -226 A3A 35.667 3.500 WALL 15.669 8.094 1809 -731 A3A 35.667 3.000 LUS24 35.417 8.094 524 -315 ------------------------------------------------------------------------------- A4 35.667 428.000 WALL 0.000 8.094 2724 -901 ------------------------------------------------------------------------------- 85 2-PLY 35.000 3.500 WALL 0.000 8.094 103 -180 B5 2-PLY 35.000 3.500 WALL 15.000 8.094 8642 -1191 85 2-PLY 35.000 3.500 WALL 34 .708 8.094 7164 -1197 ------------------------------------------------------------------------------- B6 35.000 3. 500 WALL 0.000 8.094 439 -247 86 35.000 3. 500 WALL 15.000 8.094 1642 -657 B6 35.000 3. 500 WALL 34 .708 8.094 678 -429 ------------------------------------------------------------------------------- B7 35.000 420.000 WALL 0.000 8.094 2760 -922 ------------------------------------------------------------------------------- B8 20.000 3. 500 WALL 0.000 8.094 1240 -357 88 20.000 3.500 WALL 19.708 8.094 1240 -357 ------------------------------------------------------------------------------- B9 20.000 240.000 WALL 0.000 8.094 1650 -585 ------------------------------------------------------------------------------- (7451-BESTCON INC - Al ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. . TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 CALCULATED HORIZONTAL DEFLECTION IS 0.30" DUE TO LIVE LOAD AND DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 0.25" DUE TO DEAD LOAD. W5X5 W2.5X4 W2.5X4 7 r 7 W5X5 W5X5 0� W6X7 3.5 3.5 ` W2.5X4 ; W2.5X4 �8-1-2 W W3X7(A1) 3X7(A1) +� 17-10-0 �{F 17-10-0- 35-8-0 7-10-0 35-8-0 Over 2 Supports j R=1407 U=566 W=3.5" R=1317 U=479 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:8 FL/-14/-/E/-/- Scale =.1875" Ft. **WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R235-29538 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BV TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �. TC DL 7.0 P S F DATE 05/14/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ;•�' � **IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �"� BC DL 10.0 PSF DRW HCUSR235 01134242 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO r. • .�•�/a' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BC LL 0.0 P S F HC-ENG MRM/DR ALPINEBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN i SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE C� CONNECTORS ARE MADE OF 2OGA ASTM A653 GR 4O GALV, STEEL, E%C.EPT AS NOTED. APPLY CONNECTORS TO 1a OF _� T 0 T.L D. 3 7.0 P S F S E Q N - 35967 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F R 0 M J D M Alpine Engineered Products,IIIc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF 7HSS w tIA1C1CS CIty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4.0„ ANSI)TP7 1-1995 SECTION 2. (7451-BESTCON INC - A2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :Tl 2x4 SP #2: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #1 Dense ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. GABLE END SUPPORTS 8" MAX RAKE OVERHANG. SHIM ALL SUPPORTS TO SOLID BEARING. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X5 7 r 7 +13-2-8 10-5-1 W3X3 W2.5X4(D1) ; (�- Olb T1 W3X3= 0-0-0 --18-1-2 3.5 W5X5= 3.5 W3X3 L-6-01 F 9-8-4 �E 8-1-12—� �F 8-6-7 17-10-0 17-10-7 35-8-7 Over 4 Supports R=74 PLF U= 100 PLF W=35-8-7 Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL/-/4/-/E/-/- Scale =.1875" Ft. " IG" TRUSSES 001 RETIBRACING).HANDLING, SHIPPING, INSTALLING BRACING. REFER TOHIB (HANDLING INSTALLING AND UBLISHEBYTPI (TRUSSAND TC LL 20.0 PSF REF R235--29539 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED M. TC DL 7.0 P S F DATE 05/14/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •� •• x• �� *;IMP"*IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 1 O.O P S F D R W HCHSR235 D1134385 ORTANT" INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _}. 704 .:� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND �5' B C L L 0.O P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �. A� 7? � T 0 T.L D. 3 7.0 P S F S E Q N - 35905 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR 4O GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO �i EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DE S[GN, POSITION CONNECTORS PER y DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL IN OR�.�''��►� D U R.FAC. 1.2 5 FROM J D M Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Ibines City,FL 33814 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER � S PACING 2 4.0" ANSI/TPI 1-1995 SECTION 2. (7451-BESTCON INC - A3 ) THIS DWG PREPARED FROM COMPUTER INPUT ([.DADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. . TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. SHIM ALL SUPPORTS TO SOLID BEARING. W2.5X4 W5X5 W 2.5 X 4 W5X5 7 r 7 W5X5 0� (A) 3.5 (A) W3X3-- W5X7 = 4-6-13 3.5 W5X5 = W2.5X4 J ``_ ` �8-1-2 W2.5X4(Al) 3.5 3.5 W2.5X4 W2.5X4(Al) 116��E 15-9-12 L� 17-10-0 17-10-0 I 7-11-12 Tc 7-11-12 11-10-81 17-10-0 E 35-8-0 Over 3 Supports R=717 U=458 H=Simpson LUS24 R=637 U=407 W=3.5" R=1370 0=385 W=3.5" w/ (02)10d_COM_OR_16d_SINK_(0.148x3) in Truss w/ (04)10d_COM_OR_16d_SINK_(0.148x3) in Girder Girder is (2)2X6 min. So.Pine PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:5 FL/-/4/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 2 3 5--29540 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO 66 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED ••• TC DL 7.0 P S F DATE 05/14/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. w **IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED S 1 •�� (` '6l': BC DL 10.0 PSF DRW HCUSR235 01134243 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO r BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 4i�104 ` BC LL 0.0 PSF HC -ENG MRM/D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM AS 53 GR11 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i. �F T 0 T.L D. 3 7.0 P S F S E Q N - 35977 EACH FACE OF 7R USS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `S ,{,•t,_ DRAW NGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '�Q R�a•"w D U R.FAC. 1.25 FROM J D M Alpine Engineered Products,II1C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �v.W..•t 118IIICS City,F1. 33 M4 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILOING DESIGNER, PER `,` S P A C I N G 2 4.0" ANSI)TPI 1-1995 SECTION 2. (7451-BESTCON INC - A3A ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. . TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. SHIM ALL SUPPORTS TO SOLID BEARING. Wl.5X3 III W5X5 W2.5X4 W5X5 7 r— --1 7 (A) (A) (A) W 5 X 5 (A) W5X5 3.5 3.5 8-1-2 W5X14 = W2.5X4 = W2.5X4(Al) W2.5X4(Al) (t6�OlE 15-9-13 17-10-0 _I_ 17-10-0 7-11-12 1 7-8-4 yr 20-0-0 f� 35-8-0 Over 3 Supports I R=524 U=315 H=Simpson LUS24 R=392 U=226 W=3.5" R=1809 U=731 W=3.5" w/ (02)10d_COM_OR_16d_SINK_(0.148x3) in Truss w/ (04)10d_COM_OR_16d_SINK_(0.148x3) in Girder Girder is (2)2X6 min. So.Pine PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a OTY:4 FL/-/4/-/E/-/- Scale *WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R235-29541 BRACING. REFER TO HIB-9l (HANDLING INSTALI ING AND BRACING), PURI ISH EO BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO M. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED {R'�7��j T C O L 7.0 P S F DATE 05/14/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `. I• I y/►� p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED �'�JA- `• p C DL 10.O P S F D R W HCUSR235 01134244 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO M BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND •01704 g C L L 0.0 P S F FIC-ENG MRM/D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE j CONNECTORS ARE MADE OF 20GA ASTM A653 OR GALV. STEEL, FXCEPT AS NOTED. APPLY CONNECTORS TO TE GF' T 0 T.L D. 3 7.0 P S F S E Q N - 35980 EACH FACE OF 7ftUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '•.�„aR1.;�,. �► D U R.FAC. 1.25 FR0M J D M Alpine Engineered Products, RESPONSIBILITY' SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1Iain6s City,FL 33844 COMPONENT FOR ANY ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4.0" ANSIITP7 1 1995 SECTION 2. (7451-BESTCON INC - A4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. . TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X5 7 r 7 W5X5 0 W3X3 W3X4 W3X4% W2.5X4(D1) –' 3.5 W5X5 = 3.5 ` 0-0-4 8-1-2 W5X5 1� 01 I. 17-10-0 17-10-0 7-11-12 '1� 7-8-4 T 20-0-0 35-8-0 Over Continuous Support R=76 PLF W=35-8-0 Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI (ST 19.5a QTY:l FL/-/4/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R235-29542 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), fOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 05/14/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •• B C D L 1 D.O P S F D R W HCUSR235 01134245 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO '��, BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 4 4 : p HC-ENG 1 /� ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _* B C LL 0.O P S F "C-E N V MRM/DR SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE OF j CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO • TOT.L D. 3 7.0 P S F S E Q N - 3 5 9 8 8 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 'L•� j DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRGfESSIONAL ENGINEERING ~•�Ofit D U R.FAC. 1.25 F R 0 M J D M Alpine Engineered Products,InC. RE SPON StB IFI TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33844 CCO ,ON ENT F1995N 5E PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �`� SPACING 2 4.0" (7451-BESTCON INC - B5 2-PLY ) TkIIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 2 Complete Trusses Required BOT CHORD 2x4 SP #2 :B3 2x6 SP SS: WEBS 2x4 SP #3 :143, W4, W7 2x4 SP #2: NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12"" O.C. SPECIAL LOADS BOT CHORD: 1 ROW @ 5o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at 0.00 to 54 PLF at 35.00 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 20 PLF at 0.00 to 20 PLF at 15.00 IN EACH ROW TO AVOID SPLITTING. BC From 686 PLF at 15.00 to 686 PLF at 35.00 100 MPH WIND, 13.54 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BEARING BLOCKS: NAIL TYPE: 0.13lx3.0_g_nails ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK 1 15.000' 1 17" 23 (A) 2 SCAB BRACES. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES 2 34.708' 1 12" 11 & GRADE OR BETTER. ATTACH ONE TO EACH FACE W/10d NAILS @ 6" OC. BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X5= SHIM ALL SUPPORTS TO SOLID BEARING. W5X8 W 5 X 8 W5X4 7 F- W3 W4 7 W 5 X 8 (A) 0� W7 (A) 0-4-3 J 3.5 3.5 B3 0-4-3 1,8-1-2 W2.5X4(A1) W4X5(R) III HS512(R) In W5X7 R pl W3X9 III W2,5X4(C2) 15-1-12 ,I W5X12 = W6X4(C2) � I, 17-6-0 _I_ 17-6-0 I_ 7-7-12 T 7-4-4 T 20-0-0 fE 35-0-0 Over 3 Supports J R=103 U=180 W=3.5" R=8642 U=1191 W=3.5" R=7164 U=1197 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:1 FL/-/4/-/E/-/- Scale =.1875" Ft. "WARNING" TRUSSES REDUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F -R235-29543 BRACING. REEER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 DF UNCTION DR., SUITE 200, MADISON, WI 53219), FOR SAFETY PRACTICES PRIOR TO • TC DL 7.0 P S F DATE 0 5/1 4/0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �,••t -IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � � BC DL 10.0 PSF DRW HCUSR235 01134246 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �n�A BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ��"v4 B C L L 0.0 P S F H C-E N G MRM/DR ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN ` SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) 0.N0 TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ; ST OF T 0 T.L D. 37.0 P S F S E Q N - 35984 EACH FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING O�� D U R FAC. 1 .25 F R 0 M J D M Alpine Engineered Products,Inc' RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS .•1•'� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER rrr SPACING S E E ABOVE ANSI/TPI 1-1995 SECTION 2. nw�• (7451-BESTCON INC - B6 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. , TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L1240.00 LIVE AND L/180.00 TOTAL LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. SHIM ALL SUPPORTS TO SOLID BEARING. W5X5 = W3X415�- W2.5X4 W5X5 7 r (A) 7 (A) (A) W5X5 (A) W5X5= 0-4-3 3.5 3.5 0-4-3 +8-1-2 W2.5X4(A1) W5X5- W3X8= W2.5X4 W2.5X4(A1) L1-6-01E 15-1-12 _I LL-JO I� 17-6-0 _1_ 17-6-0 7-7-12 1 7-4-4 1 20-0-0 I fE 35-0-0 Over 3 Supports R=439 U=247 W=3.5" R=1642 U=657 W=3.5" R=678/-206 U=429 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:4 FL/-/4/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 PSF R E F R235--29544 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO Q_ T C D L 7.D P S F DATE 05/14/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED +..A.�:U�� STRUCTURAL AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `(� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED v S1 r:F BC DL 10.0 PSF D R W HCUSR235 01134247 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO =G :.� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 'Y 04 B C L L 0.D P S F HC-ENG MRM/D R ALPINE BRACING OF TRUSSES. IH 15 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN + SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A6IC GR4O GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO • /�C TOT.L D. 37.0 P S F S E O N - 35994 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ♦,� Vf d DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL NGOR NEER O RrO�:r ` RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ~ .4_..+ . D U R.FAC. 1.2 5 FROM J D M Alpine Engineered Products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER llamesCiTy,FL 33&{4 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" (7451-BESTCON INC B7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE W5X5 = DESIGNED BY THE BUILDING DESIGNER. 7 r— W2.5X4 W5X5 7 W3X3 + W3X4 W3X4 + W5X5 = + 0-4-3 J 3.5 3.5 0-4-3 �8-1-2 W5X5 W3X7 W2.5X4(A1) 1 � LL121 rF25-0-0 10-0-0 7-7-12 fi 7-4-4 T 20-0-0 IE 35-0-0 Over Continuous Support R=79 PLF W=35-0-0 Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:1 FL/-/4/-/E/-/- Scale =.1875" Ft. "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R 2 3 5--2 9 5 4 5 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO . TC DL 7.0 P S F DATE 0 5/1 4 J 0 1 PEREORHING iH ESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �'; "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �.��� BC DL 10.0 PSF DRW HCUSR235 01134248 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO l• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS W1IH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN BC LL 0.0 P S F HC-ENG MRM/DR SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO s S ATE �F } TOT.L D. 37.0 P S F S E Q N - 35998 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRDFESSIONAL ENGINEERING '1 t©eM 4'?j D U R.FAC. 1.2 5 FROM J D M Alpine Engineered Products,InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BOIL DING IS THE RESPONSIBILITY OF THE BUtLOT NG DESIGNER, PER A�'� SPACING 2 4.0" ANSI/TPI 1-1995 SECTION 2. (7451-BESTCON INC - B8 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. . TOP CHORD 2x4 SP #2 100 MPH WIND, 10.88 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x6 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 SPECIAL LOADS DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 21.65 BC From 20 PLF at 0.00 to 20 PLF at 5.39 BC From 110 PLF at 5.39 to 110 PLF at 14.61 BC From 20 PLF at 14.61 to 20 PLF at 20.00 W4X4(R) III W1.5X3 III W1.5X3 III 7 F— -1 7 0-4-3 0-4-3 8-1-2 W 5(AI) = W3X5= W3X5= W3X5(Al) 1I 6 0� 1L 6 D_I Ll 10-0-0 I 10-0-0 fF 20-0-0 Over 2 Supports R=1240 U=357 W=3.5" R=1240 U=357 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:9 FL/-/4/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R235-29546 BRACING. REFER TO BID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M.INSTITUTE, 583 D'ONDFRID Dft., SUITE 200, MAD150N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 10P CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 PSF DATE 05/14/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ` • *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 1 0.0 P S F D R W HCUSR235 01134249 •G4j.8' *PRODUL'TS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �{y� lC%j BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND �Z704 ALPINEBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN •1 B C L L 0.0 P S F HC-ENG MRM/DR SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S A'4� OF TOT.L D. 37.0 P S F S E Q N - 36000 CONNECTORS ARE MADE OF 2DOA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERt'�A DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING pit) D U R.FAC. 1.25 FR0M J D M Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS KKKK .h Haines City,FL 33844ANSIONENT1F01995NSECTRTNCULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER At SPACING S E E ABOVE (7451-BESTCON INC - B9 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. W4X4 7 F- 7 W3X3% W3X3 W3X4 W3X4% 0-4-3I I 0-4-3 ...,,L.-8 1 2 W3X4= W3X4 11 6 D I 11 10-0-0 _L 10-0-0 fE 20-0-0 Over Continuous Support R=82 PLF W=20-0-0 Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a QTY:1 FL/-/4/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R235--29547 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTI TOTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTIE:ES PRIOR TO T C D L 7.0 P S F DATE 05/14/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED '�...... "Q?---. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. iA �,X`!_► pr� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED _ �/_ � �, BC DL 10.0 PSF DRW HCUSR235 01134250 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 0 , 744 T ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F HC-ENG MRM/D R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN C = CONEA CNSPECECT TGR SF1 ATI AR EON PMAD ESUFD20GATASTMMAB 53ER AN F GR40R GAL V ST AN4TEEPER E%CEPTIA SI NO0 N)T TAPPLYACONNEL INEC TORS TO ATE OF TOT.L D. 3 7.0 P S F S E Q N - 36003 DRAWL NGSFA C EI O0 AR 2.USS. ATHEU SEALNILE S S ONTTHISI DRAWIINGL OC TI NDI]OCAT E SS ACSI C E PTANCEUSI OFT PROFESSIONALL ENGINEERING PER ~ �ND U R.FAC. 1.2 5 FROM J D M Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Hailes City,FL 33844 COMPONENT E�► OR ANY PART ICUt AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I-1995 SECTION 2. SPACING 2 4.0" SBC: 100 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00 li FGABLEVERTICAL BRACE (1) 1X4 "L" BRACE • (1) 2X4 "L" BRACE • (2) 2X4 "L" BRACE •• (1) 2X6 "L" BRACE • (2) 2X6 'T." BRACE •' NO SPS GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP H GROUP A GROUP B1 2 4' 3" 7' 3" 7 6, 10" 10 3 10 7 13 7 13 11" 140140BRACING GROUP SPECIES AND GRADES: #3 4' 1 6' 6" 6' 6" 7" 10' 3" 10' 3" 13' 5" 13' 5" 14' 0" 14' 0" GROUP A: STUD 4' 1" 6' 6" 6' 6"' 8 7 8' 7" 10' 3" 10' 3" 13' 4" 13' 4" 14' 0" 14' 0" STANDARD 4' 1" 5' 7" 5' 7" 7' 4" 7' 4" 9' 11" 9' 11" 11' 6" 11' 6" 14' 0" 14' 0" SPRUCE-PINE-FIR HEN-FIR 1 2 1 STANDARD #2 STUD F--� 1 4' 7" 7' 3" 7' 10 8' 7" 9' 3" 10' 3" 11' i" 13' 7" 14' 0" 14' 0" 14' 0" a 57'[JD1 #3 JSTANDARnj s P #2 4' 6" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" 11' 1" 13' 7" 14' 0" 14' 0" 14' 0" #3 4' 4" 6' 8" 6' 8" 8' 7" 8' 10" 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE DFL STUD 4' 4" 6' 7" 6' 7" 8' 7" 8' 9" 10' 3" 10' 10" 13' 7" IT 7" 14' 0" 14' 0" 3D 3 STUSTUD STANDARD 4' 3" 5' 8" 5' 8" 7' 6" 7' 6" 10' 1" 10' 1" 11' 9" 11' 9" 14' 0" 14' 0" STANDARD1 STANDARD �--I1 2 4' 10" 8' 4" 8' 7" 9' ill, 10' 2" 11' 9" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" E- SPF #3 4' 8" 8' 0" 8' 0" 9' 11" 9' 11" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" STUD 4' 8" 7' 11" 7' 11" 9' 11" 9' 11" 11' 9" 11' 9" 14' o" 14' 0" 14' 0" 14' 0" HF GROUP B: W Q STANDARD 4' 8" 6' 10" 6' 10" 9' 0" 9' 0" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" 1 5' 3" 8' 4" 9' 0" 9' 11" 10' 8" HEM-FIR 11' 9" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" 1 & HTR S P #2 5' 2" 8' 4" 9' 0" 9' 11" 10' 8" 11' 9" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" I W #3 4' 11" 8' 2" 8' 2" 9' 11" 10' 5" 11' 9" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0" --I DFL STUD 4' 11" 8' 1" 8' 1" 9' 11" 10' 5" 11' 9" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS 2 SPF FIR-LARCH STANDARD 4' 10" 7' 0" 7' 0" 9' 3" 9' 3" 11' 9" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" d 1 2 5' 4" 9' 2" 9' 5" 10' 10" 11' 2" 13' 0" 13' 4" 14' 0" 14' 0" 14' 0" 14' 0" r h //3 5' 2" 9' 2" 9' 2" 10' 10" 10' 10 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" �J HF STUD 5' 2" 9' 2" 9' 2" 10' 10" 10' 10' 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" Q 11 STANDARD 5' 2" 7' 11" 7' 11" 10' 5" 10' 5" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0'; 14' o" GABLE TRUSS DETAIL NOTES: x�+ 1 5' 10" 9' 2" 9' 11" 10' 10" 11' 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0' 14' 0" �4 SP #2 5' 9" 9' 2" 9' 11" 10' 10" ill 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. (� #3 5' 6" 9' 2" 9' 6" 10' 10" 11' 5" 13' 0" 13' 8" 14' 0" 14' 0" 14' 0" 14' O" PROVIDE UPLIFT CONNECTIONS FOR 90 PLF OVER DFLSTUD 5' 6" 9' 2" 9' 4" 10' 10" 11' 5" 13' 0" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 5' 4" 8' 1" 8' 1" 10' 8" 10' 8" 13' 0" 13' 4" 14' 0" 14' 0" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYMM I OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUTI PLYWOOD OVERHANG. GABLE TRUSS ATTACH EACH "L" BRACE WITH IOd NAILS. FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. 2X4 I/2N OR BETTER IN 16" END ZONES AND 4" O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION I T + **FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. DOUBLED WHEN DIAGONAL VERTICAL LENGTH MAY BE 18" * + IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. BRACE IS USED. CONNECT L "L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 610# BRACE MEMBER LENGTH. AT EACH END. MAX WEB ** TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES 2X4 STUD, #3 OR BETTER DIAGONAL VERTICAL LENGTH NO SPLICE LESS THAN 4' 0" 1X4 OR 2X3 VERTICAL LENGTH SHOWN BRACE; SINGLE GREATER THAN 4' 0 BUT DJ TABLE ABOVE. OR DOUBLE CUT L 1 + + + LESS THAN 11' 6" 2X4 (AS SHOWN) AT UPPER END. GREATER THAN 11' 6" 2.5X4 ONTINUOUS BEARtN + REFER TO COMMON TRUSS DESIGN FOR 'J(- I PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. THIS DRAWING REPLACES DRAWING S10015E --WARNING-• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF SBC-GAB10015 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR M. DATE 06/25/99 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I •• DRWG 510015EN0699 —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, Mf —ENG HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 7AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF t STATE OF TOT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 4� POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE �..:...•" SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE � E AX. SPACING 24.0' RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANS]/TPI 1-1995 SECTION 2. 2X6 'T" GABLE DETAILREINFORCING GABLE VERTI�SIZES MEMBER ABOUT + FOR LET-IN VERTICALS VERTICAL LENGTH REINFORCING BETWEEN CHORDS MEMBER LESS THAN 4' 0" GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL LESS THAN 11' 6" GREATER THAN 11' 6" 2.5X4 I 2.5X8 !�+ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + • IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM 'L" TO "T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE: 2*2X4 2X4 'L" BRACE, GROUP A, OBTAINED FROM THE VERGABLE ABI AL + APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR LENGTH r2X SBCCI WIND LOAD. TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. EB LENGTH INCREASE W/ "T" BRACE WIND SPEED "f" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 7• 10 % + 15 FT 2x6 40 7• 50 7• 110 MPH 2x4 10 7• 10 7• 30 FT 2x6 50 7• 50 7• 100 MPH 2x4 10 % 10 7• 15 FT 2x6 30 7• 50 7• 100 MPH 2x4 10 7 10 7• 30 FT 2x6 40 % 40 % + + 90 MPH 2x4 20 % 10 % PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON 15 FT 2x6 20 7. 40 7 RIGID SHEATHING THE ENGINEERED TRUSS DESIGN. 90 MPH 2x4 10 7 10 % 4 TOENAILS ATTACH EACH "T" REINFORCING MEMBER WITH 30 FT 2x6 30 7 50 % 80 MPH 2x4 10 7 20 7. HAND DRIVEN NAILS: Lod COMMON TOENAILS AT 4" O.C. PLUS (4) 16d 15 FT 2x6 10 7. 30 7• "T" 80 MPH 2x4 20 7• 10 7• REINFORCING COMMON TOENAILS IN TOP AND BOTTOM CHORD. MEMBER GUN DRIVEN NAILS — 0.131" X 3": 30 FT 2x6 20 7. 40 7. TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP 70 MPH 2x4 0 7 20 % AND BOTTOM CHORD. 15 FT 2x6 0 7. 20 7" 70 MPH 2x4 GABLE TOENAILS THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE 30 FT 2x6 10 7. 1 30 7• TRUSS SPACED AT 4" O.C. GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. EXAMPLE: ASCE GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A11015EN0699, A10015EN0699, A09015ENO699, A08015ENO699, A07015EN0699 MEAN ROOF HEIGHT = 30 FT A11030ENO699, A10030EN0699, A09030EN0699, A08030ENO699, A07030EN0699 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015ENO699, S10015EN0699, S09015ENO699, S08015EN0699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030ENO699, S10030ENO699, S09030ENO699, S08030ENO699, S07030EN0699 (1) 2X4 'L" BRACE LENGTH = 6' 7- 4 TOENAItsMAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 -WARNING-' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF LET-IN VERT INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE FOR SAFETY PRACTICES PRIORSTITUTETO PERFORMING T 583 D' OHESE FUNCTIONS.IONS.SUITE200UNLESSIOOTHE WISEWI, 3IND)ICATED, M. DATE 06/25/99 TOP CHORD SHALL HAVE DPATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL . ,, DRWG GBLLETIN0699 HAVE A PROPERLY ATTACHED RIGID CEILING. •• •+IMPORTANT*■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE '•,�► ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS HANDLING NSHIPPINGE INSTALLINGDESIGN; AY FAILURTO BUILD TAND HE TBRACING RUSSES IOF CTTRUSSSES.. DESIGN ONFORMAWITH TCONFORMS PI; OR BWITHTING, .4 -ENG DLJ/KAR APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THEIlJl. 7AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA j{, ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF A TOT. LD. 6 0 PSF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STATE �F POMPANO BEACH,FLORIDA ENGINEERING DRAWINGS ORESPONSIBILITY SOLELY THISA-Z, THE SEAL ON DRAWING ATHIE GTRUSS COMPONENT EICATES NT ACCEPTANCEOF SHOWN, THE s QRto�` FAC. ANY SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. �'. SPACING 24.O" OWNER:Metzger Lot(s)5 PC,Block 14. PLUMBING: Waste Disposal-Public: City of Atlantic Beach Private: NIA Disposal Field: N/A Water Supply-Public: City of Atlantic Beach Private: N/A Pressure Reducing Valve-Make& Model: N/A Gas Supply-Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump NIA Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue House to Water Heater CPVC SCD40 Glue House to Bathrooms CPVC SCD40 Glue 3/"TO 1/2" House to Kitchen Sink CPVC SCD40 Glue 3/"TO 1/2" House to Refrigerator CPVC SCD40 Glue %"TO 1/2" House to Dishwasher CPVC SCD40 Glue 3/"TO 1/2" House to Ice Maker N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 10 OWNER:Metzger Lot(s)5 PC,Block Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Round Toilet Seat Church Church Shower LASCO 3460 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D- DELTA D- 2710LHP/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location,Type& Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type&Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 11