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Permit 613 Paradise Ct (vault) .JOB ADDRFM (�,/6 Q dj,.dy C_' TYPE WORK- PROPERTY OWNER c _ TEL KPffONE -2Y(,,-.3 7 V-7 CONTRA CTD POrJt G TM EPHONE 7-�3 751 PERMIT N DATE l 7-D 2- INSPECTIOMS. FOOTING STAB 120 402, TIE BEAM L.�IVTFZ NA.ZUYG/SRE4TSING FRAMWGrCOYER UP 312-9INSULATION 3 Z�/oma FATALCERTIFICATE OF OCCUPANCY U,-l -c� wall 3/7 �Z Er.R'cntrcAL PERMIT[# INSPECTIONS ROUGE FINAL �- �Q�''l cet.0 41 20 1 0--,2 — MECMMCAL PERMIT a 3 J&j IM,SPECTIONS ROUGH .3/2-el FINAL PLU11aBINGPEBMPI'# f INSPECTIONS ROUGH/UNDER /i V/oa -3 TOPOUT 2-9o 2 T- WA ;, aq c FINAL NOTES S N=t CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD SO ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029868 Date 3/11/05 Property Address . . . . . . 613 PARADISE CT Tenant nbr, name . . . . . . IRRIGATION METER Application description . . . IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ WOLFGANG, BARRY OWNER ATLANTIC BEACH FL 32233 (904) 246-3340 ----------------------------------------------- ----------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 3/11/05 Valuation . . . . 0 Expiration Date . . 9/07/05 --------------------- ------------------------------------------------------- Special Notes and Comments OWNER MUST HIRE PLUMBER TO INSTALL A BACKFLOW PREVENTOR & MAKE THE CONNECTION FROM THE PRIVATE PROPERTY. ------------------------ ------------------------------------------ ---------- Other Fees . . . . . . . . . CAPITAL IMPROVEMENT 325 . 00 WATER CONNECT/TAP & METER 525 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- - --------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 885 . 00 885 . 00 . 00 . 00 Grand Total 885 . 00 885 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES " zT:. BUILDING OFFICIAL v 4 CITY OF ATLANTIC BEACH )�. 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 http://ci.attantic-beach.fl.us Date: 3 - � t - der Name: Address: 6/3 us E �T The cost to connect to the City sewer and/or water system are as follows: Sewer Tap—Labor and Materials to tap into sewer main (Estimate from Public Utilities) $ Water Tap—Labor and Materials to tap into water main (From Ord. 22-28) $ L Water Meter—Cost of Meter(85.00) $ Cross Connection Inspection—Inspection by Public Works to insure backflow prevention (35.00 3/4"—Ord. 22-28(a)) $ 3 S Sewer Impact Fees—Funds future expansion of the sewer plant (1250.00 each living unit—Ord. 22-17-0) $ Water Impact Fee—Funds future expansion of the water plant g (From Building Dept. —Ord. 22-29 FLA. Plumbing Code) $ Capital Improvement—Funds for improvements, expansion or replacement to water system (325.00—Ord. 22-28) $ TOTAL COSTS DCF/js A.- MAP SHOWING PLOT PLAN OF LOT;; � SHOWN ON MAP OF PARADISE . Co AS RECORDED IN PLAT BOOK 53, PAGES 82 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLQRIDA, FOR: 13ESTCON, INC. BEARING REFERENCE: BEARING Sl10WN ON RIGHT-OFm»YAY UNE HEREON IS THE SAME AS SHOWN ON THE Ae41+E MEAITtOp J?I.AT; iv i P •'� RECE",° +6! f`"'� av }}} iuiA l 2i;Q2. .. �L)c �?o a-felt , CIty of Atla,nti�c.:.SeaM Building a6d; 'Zd01 ; CRV 4407, PMOL 1164 ORV 48518. GAGE 235 1RE E rr"11 0 's 9*47 58 E ',50-00 city ofAtlantic BP achQUADRUPLE ( « ' g �" Building and Zoning TWIN (s°',2") `r4;;�. Ail• + 20• BRL I; LANAI b (� OAK Q -MM OAK cit -MIKE OAK b x MAGNOLIA W eWAR ' Y"m M'7R7LE w 7.:b', S.0' iv -J,(X z r TRIPLE MYR1lE Q 4d <S ►� 7WFN PEAR swwr GUM N I . PINE �. PALM CAMPHOR j • •+ e � .a ' Q— ft. IA fl' I 7.5' a 1. PC �. e .j IBJ ' "45" ,4.'fVtf �� CHS 1 a ' ® ,a � pT NOTICE TO: Water Department FROM: Building Department' DATE: _ Cr - 13 -0 2----------- 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 Ad ress ERU Number -a3 �53 9 ------------- --------- --------- ------------------- ------------- --------------------------- --------- Sincerely, Pat Hams Building Department �— 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: 613 PARADISE COURT Owner: BESTCON INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 23341 i Date: 5121/2002 i I l ,0) �-- C. . Post in a conspicuousDON C. FORD,space _ _ CITY OF ATLANTIC BEACH j 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 I I Address: 613 PARADISE COURT Owner: BESTCON INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY , Permit Number: 23341 Date: 5/21/2002 zi t DON C. F RD, C.B.O. Post in a conspicuous space BUILDING, PL4NNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFIC4 TE OF OCCUP.4iVCY WORK SHEET Date Requested: r �© <--�)2 Building Contractor: Building Permit Number : Address : � j 3 Legal Description: -� 71 vQ CZC1r�i __ Improvements to the above described property have been completed in accordance with the terms of the pe=it and is cerki Pied to be readv for occupancy as n Lowest Floor Elevation : required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works �—�0 .-Q2- Fl�nni rlg 1r2 Building 13 - C) Z ra - / 0 2-- CITY OF (�jr:J.72 a 35 P A , D Offic of diktiat 2-4 EQUE FQ�.IISJ;ECTIO 3 Cq DA�WQ JUU�N UU Perm 1 Ti e'' A.M. W R eive� P.M. � Job Address Locality Owner's T3�s r BUILDI 4CRETE IN �EC�HANICA�Lramingh ❑ H ❑ Re R fing Slab ❑ Te of O ❑ Heating Insul do Lintel ❑ Final t Per ❑ Fire Place ❑ n Pre Fab E DY IN Mon Q W Friday Lf " � ��►►JJ Inspection de � A.M. Inspector t Final Inspectiorx ,. Certificate of Occupancy ❑ 4 s Date r1��,��,,. //CITY OF 4&44dw- Beaci't-I&"' Office of Building Official REQUEST FOR INSPECTION Date _ Permit No. Time A.M. Received QM. T Jo`b ddress ft Locality Namer sN-�� `�'-S � Contractor BUILDING CONCRETE ELECTRICAL 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 Mon. Tues. Wed. Thurs. Friday RK Inspection Made Inspector inal I s ection ❑ Certificate of Occupancy❑ Date Z� FLOODPLA_T�DE LQpNI:ENT INFORMATION Location:: 1 Type.of Development: 2_5 a Flood Zone: X Require Id Lowest Floor Elevation: 137 .-C) 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. CONSENTS: 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 withall appli provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the prop ed velopment. Date � plicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation 0 Survey Ffled with Building Department Building Department CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tei: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23873 Address: 613 PARADISE COURT Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: IRRIGATION/DRAINAGE Township: Range: Book: 53 Proposed use: SINGLE FAMILY Lot(s):7 Block: Section: Square Feet: Subdivision: PARADISE COVVE Est.Value: 148,326.00 Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 4/15/2002 Name: BESTCON INC. Total Fees: 25.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 25..00 JACKSONVILLE BEACH, FL 32250 Date.Paid: 4/12/2002 Phone: . 904)246-3747 Work Desc: INSTALL LAWN SPRINKLERS CONTRACTORS APPLICATION FEES H2O MANAGEMENT, INC. 25.00 - _ .I '' 'ryy M lit �" rt �r ssiyt -.hp' +�u'h�i z f .wG' Y y':j�inNM.� RAuw r +iN• (ayF.�Fh�,,.. teras f ti i�"i�' a v�hyT Sjt' 0�;. �f+&'i"t 4 -'�+jnR.c.,. 4� @y-t .�,m ' I 'Mrz 'l. Y';`,4_. ,•3Y - i. «i Jay �y� z ,} 7�'TMJ'�,w" ". ` y��• ��T�rrrn •W' . i �• IV. dG.. j� i7{°JtJ �j•Ys�r Mir ��`�.F �wC}sx�'tyT;S:-q�'9'S" X '77e � ' - r .�_'T. •.,.° W,++x�-r,'I7.r ...:.r_. .n,s.b. :W.'�'�;y:alif�N9'fC tib w3'�`XM .tet ,:�. NOTICE It ;' 3tSTE <:AT. . .24 I > 1ttECTION ft 7-4 BUILDING.MATERIA 1"€ 1 � { OIt3R)E 1 # E � A IN PUBLIC SPACE, AND MUST :. NI FfA3 '? ;: ETHI R OWNER .,fit "FAILURE TO COMPIN THE PROPERTY OWNER PA `i " = - ISSUED ACCORDING TO APPROV ( T' I~ AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO �. Oper: -DSMITH Tree: OC Drawri 1 Dice: 4/15/92 91 Receipt w: 49972 14 PERMITS-DUILDIM6. 1 MIN Trans amber: Be" C) 611 PARADISE CT AT NTIC BEACHI BUILDING DEPT. Ck CHECKS 1384 $159.89 Travis alive: 16:53:119 CITY OF ATLANTIC BEACH APPLICATION FOR PLUI►MING PERMIT JOB LOCATION: Epf3i1140/S� -� OWNER OF PR02ERTY: TELEPHONE NO. PLUMBING CONTRACTOR �Q CONTRACTOR' S ADDRESS : 3-73/ STATE . LICENSE NUMBER: - 7S 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) J% OTHER t-At4-'Aj cw t i 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 J Sp _ CITY OF Office of Building Official REQUEST FOR INSPECTION Date — `Yy Permit No. c / Time 6ap .M. h Received .M. Ad f ss Locality NamOwne' ) Name Contrac ell BUILDING CONCRETE LECTRICAL ,�C4Locality MECHANICAL Framing ❑ Footing ❑ Roug mn�C] Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole, ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ I Sewer ❑ Fire Place 11Pre Fab R FOR IN ECTION A Mon. Tues. ^ ' Wed. Thurs. Friday ©V A.M. Inspection Made � � P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date Avt •25- 2002 5:06PM BESTCON, Inc. No 3111 P. I . D i 1Vf4Mj. .ac c E �' IN p A 3 Q 157.2.0�1 SS. H. N SLUV; �rcts.a. JAcK90FL 3 April 25, 2002 Mr. Don Ford City of Atlantic Beach Inspection Depaartment 800 Seminole Road,Atlantic Beach FL 32233 Don — We respectfully request that temporary power for the new BESTCON, Inc. home con- structed 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 service prior to the Certificate of Occupancy, and the approval and completion of the job. Yaurs truly, t' Drarnic Electric, Inc. Re: 7 Paradise Cove Residence: Wolfgang Address: 613 Paradise Court Permit #: 23341 Apr -25- 2002 4:49PM BESTCON, Iic . No-3707 P. 1 DTIC i aVC, IMF. 31 57.201 S.Sr.ic" . alt urr7 RP -aAC cSCWVeUz-FL 3=46 April 25, 2002 Mr. Don Ford City of Atlantic Beach Inspection Department 800 Seminole Road, Atlantic Beach FL 32233 Don— We respectfully request that temporary power for the new BESTCON, Inc. home con- structed at the address fisted'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 service prior to the Certificate of Occupancy, and the approval and completion of the job. Y truly, ,v nr 'klos E)ynam1c Electric, Inc. Re: Lot 6 Paradise Cove Residence: Keene Address: 61,E Paradise Court Permit #: 23340 /��ll� � //CITY OF ��}}/�_ ��_ 4&aa& l3�L-"1`LD'Z' Office of Building Official 7 REQUEST FOR INSPECTION Date -.1- f �� -- ermit No. Time Received P r dr �►/ oc lity Owner's ;L '� �f ....., a ^1---�— Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing F ❑ Footing ❑ riFig ❑ Rough ❑ Ai ❑ Re Roofing / Slab ❑ Temp Pole O Top Out ❑ Heating Insulation C/ yam` Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday PM. Inspection Made /� f P.M. Inspector .� Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF cl I"04-4 � 3 P I D Office of Building Official �.1', MAR 2 2� EQUEST FOR INSPECTION t � 4,3t4 Dat _ Permit N C' Ti Receive P.M. Job� w Address Locality Owner's me � Contractor i BUILDS CONCRETE RICAL MBI CHANIC g .� Footing ❑ �. �ng ou ❑ ❑ Re Roofing ❑ Slab ❑ p Pole Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ n Pre Fab RE INSPECTION/,�, Mon V\ , t,�tN`Tues. ed Thu /rs. Q Friday (Jw 1 A.M.,r..�. . // Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ ��4 � Date ` CITY OF 3 Office of Building Official �� REQUEST FOR INSPECTI Date 1 _�0 —0� Per 331 Time Y.3 b M. s Received �3 Job Address IitY Owner's Na Contractor UILDING CONCRETE ELECTRICAL P B NG �& o rami ❑ Footing ❑ oug i n g ou ❑ A e Roofing ❑ Slab ❑ Temp Pole ❑ op u ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTIO A.M. Mon. Tues. Wed. Thurs. /17 Friday Inspection Made P.M. Final Inspection ❑ Inspector Certificate of Occupancy ❑ ��.3 7<47 Date jj�'-a��,c CITY OF /-u-4 Office of Building Official REQUEST FOR INSPEC ONj Date 0 Z_.-- ermit No. Time A.M. Received Job AdNess ( Locality Owner'sc Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBI G j MECHANICAL Framing ❑ Footing EJRough Wiring ❑ gt+— �❑ 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 A.M. Inspection Made P.M, Inspector Final Inspection ❑ . _. Certificate of Occupancy❑ Date ti CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23735 Address: 613 PARADISE COURT Permit,Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):-7 Block: Section: Square Feet: Subdivision: PARADISE COVVE Est. Value: 148,326.00 Parcel Number: Improv. Cost: R INFORMATION` Date Issued: 3/27/2002 Name: BESTCON INC. Total Fees: 47.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 47.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 3/27/2002 Phone: (904)246-3747 Work Desc: INSTALL HVAC AND.DUCT SYSTEM FWNTRACTO' S' � `_ APPLIC TION:EELS F MC OWAN'S HEATING &AIR CONDRl�ll. 47.00 { r Tx SON- 14 ` - `�'h z�. � ., .w 3 a�V'��h�,cs��"i'�f�-"�'��s '�� ,.��a��•,w +.s1,�'� • l R' T... `:w jF _ gnc f'•L.{F"if ' ` k. t gia-'`'K >'6L33"' : ' -' � �'�y �}'�r� ' �. •✓�,'?N' Sfyy�.�'��. 4X SAF Y A`. kb�'"SA 4 l 3i F '.`sR. 3 NOTICE TION I BUILDING MATERIA 1.1111+#' I�t!G I' TiICRfi I�I#IS'1" "I`: P I � LIC SPACE, AND MUST BE CLEARED "FAILURE TO CC :1L LIJ IN THE K n PROPERTY OWNER PA' ISSUED ACCORDING TO APPRO ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE Oper: DSHITHTYPe: OC. Drayer: 1 Date: 3127/82 81 Receipt no: 45718 14 PERMITS-BUrLDIH6 1 $47.88 �-�.- — - Trans ntuber: ' 8881.81 ATLANTIC BEACH B ILDING-DEPT. CK CHECKS 24186 $141.88 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to co fete all items in sections I, II, III, and IV. 1. LOCATION Street Addres OF Intersecting Streets: Between t And BUILDING a Sub-division II. IDENTIFICATION — To be completed by all applicants , In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attacked plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. Name of MechanicalMcGowan ' S Heating & Air- Contractors Contractor (Print) Cond . Inc . Master CACO-18970 Name of M M-48 Property Owner n tV I Signature of Owner Signature of or Authorhed Agent Architect or Engineer III. GENERAL INFORMATION A' Tof Mating fuel: B' IS OTHER CONSTRUCTION BEING DONE ON Electric THIS BUILDING OR SITE ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION 2 17 Oil PERMIT L� ❑ Other — Specify r IV. MICMANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial Heat ❑ Space ❑ Recessed 1� Central O Floor New Building Air Conditioning: ❑ Room 12� Central )) ❑ Existing Building Duct System: Materia 1 bero SS Thickne 1 2 ❑ Replacement of existing system iNew Installation(No system previously Installed) Maximum capacity 1ILC c.f.m. ] ❑ Refrigeration C3Extension or add-on to existing system O Other — Specify (3Cooling tower: Capacity q.p.m. ❑ Fine sprinklers: Number of heads ❑ Elevator ❑ Menlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ 'GeWine pumps (number) (Rse-4 Q_, Tonka (number) Remarks ❑ LPG containe (number) 13 Unfired prefture vessel O soifers Permit Approved by DeIa— p Other _ Specify Permit Fe. LIST ALL EQUIPMENT AM—CONDI770NING_AND REFRIGERATION EQUIPMENT Ntunber Units Daerlptl Model Number II[anufac r C )Y wAE LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 1 Z / 3b / 2001 Re:-Wind Loading Requirements ForW 40A 1W Ir 447 1VMM Jax. Beach , Fl. 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 #6 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 walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceiling joists of any shear forces acting normal to their longitudinal axis, Q 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 possible-footing design revisions may need to be implemented prior to commencing footings work, Please let aye know, if further help is needed. Sincerely Louis .i. Gabriel, P.E. 'WIND FORCES STRUCTURAL ANALYSIS FOR THE NEW RESIDENCE L O GwT E D 00 LOT #1 F A .1mSE WE JAX. BEACH , FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR 100 MPH WIND SPEEDS AS OUTLINED BY SECTION 1606 OF THE 1997-STANDARD BUILDING CODE" PREPARED BY: LOUIS GABRIEL, P.E. DATE:%Cgo%Er , 2001 t J ,7 rv_ P % E PO Uuur%, t 5 tyuc tLLYxt L G Flo o r gO O TY^L4 lie lYL4Ijej FrGtVY1t'Y1a (`jet 5 i �'t9� Fit t_ W see 5 CGS ejuj& °C oti+ arcs tectu.rc�.Q �r A v%df o v rL,,E to 5fe&,A Y?- A S 6 bo Lts (Z Pen, t r'J �+•�� A�' Gtlyl[va�c �Pa�� V»Less A o tJI c o .e•t�.J i S ��w+ v�la2Q Ye.+^, Faroer�en : — n 1 #,q Rod ov1 980.6- a4 Q.�' cOf:1ert �OD 4- v-i w i ft A c:._ cry (0 0•C- Qvt P4ile� .,� i G%Y1 d: (JN t�. (j'c.• tJ n ��c r yyl 5 �,,1'"�oY t�• �,n to sl trto�e� 0 4�►�r�+ s e m goo Pt or QY'FA TAclV.9,, ata' Pa(dAt-S , pve'r00v Pcn J �^ o F Iles►� - rYu l.e�fr• to ��6tnt 5 ani Ftvw• Fyu-At t7o b4-= 3 Date Sheet ez /o i L . Ga6 v` L, P. C . Z/ Lot *1 U,,hJ too M��, /Vl R H = 15 , QuiQL;-, Less of -� s�6�.��Table �Go� •2A � bask = Za•y PsF W,4.ul pwoF � MwFs Coe-p . s - RooP pi to _ //2 Ro0F •OC a = T444 - Vvvi. to,blc- j(e �-Z c- 5 a c}q: — wad CDe F/: C u�cxewtl•�G la�»�, J P _ /-5 C rS (t•5 1 (2 0-K) = 70-/v PsF Gc (o = - I. 3 tie- WAcic u.%i = 26.5 PsF t� bl Q�•Z E - S$C-� : - 20 ct Roof COe FF- Ctn�-•Pu►� s . G "L G - -� &CP CO'(vle-n ) 3 = (2.7 55•{ rsF = . &CP -2.5 C OVe la,VWS) _� = Cz•5)(2V•H) . 51 PSF frwv► t4,61e l4o6- z8 •_ MWF-5" L�^ ra,�.s. atiteJ,u',, 20' LAG 30 X r L Z Z = 0.18 o,r 0,4MRtt . but not7 te-&s o•o4B 3 kL M W 5Ve+rs e I- x x Mr,-or 3 cAm a Goefl, r oe pp, W iYJI.A1a{J kee.tAkt d W L4WWaVQ keer *I-j UJP,JQ&J �t Woj WLA;J 1 Are.Q LecG yr Walls apt 1klaal 0 ki ROO F on Roo F LT" W40-' 0 L)411 vA Rous- uL. + o-'10 -Q.95 �1►o -1- 0 to- yo -o•"t5 -a•75 - 0 (Vl W S 1 ti. L O Exb!,, r10 r 30he Coe Pf, I" k7en-or -�)wte- C oeFF. Ww 4wcur.Q Lee.Wa,,fJ ww+4wo4 -- Lee.tJayj U%',"jwar, 4e-warm W;yjWA Leel,,; cn t wc,)Js OK w a,ul Roa all Raa f Lti' W041 0-A wa4. f tr1 Roo cM F f0-50 -o-?o -+o.z5 �- = •�� Z � = `� , (m es wi 3vue Coe-ff. 3��s acc.C5i3e aZ�d�, Vse Znt. 3�.e. CutFf'. F..-xteriJV, 30-Ae)- US2 �f t.�a Z(, � =( !•�� C Z�.� ) I�,�}►n,e., �C &1JaL(.)=C 1.1 )(z�.`4 OC AyleaaSis , r . $ �•�- _> �p1�F�lr�a:.Q � �x.�ta.n1,`9( 5�-€� _ 1'17s . Sheet Date 1� ,/d 1 L • �7r�i0Yi�L,� •�. of Lot �°1 (�•G 5�P Z S its S�►i c� ?f c nr ,1.01 !Alae n Q:j i s 2 Itz to S(.,-to p or 7.'/Z. — rYZ = Z h l�uW • w dA.GLw�I I�+► S 41 lb /�. Cf zc.;P ' = �1 a 5• G 0.5� --� A tura • w �� P �na;,..Q _ C�► � C2) - �� y �,a v 2 FE = 3o•4 fSF vt 30.6 41 16.E/ria '�' A11� .w� l,c�ra,•,)�Q A%OL4Z lbs `14 lbs a '� 'o).le— TVA UJaA3 ho•fwtP- bloSllewr- ui,c j .car i.O Wim. j►cet,��crv� jFf f's CLOY'Aires , Qa�e = 2000 fit` PrOjz,.:,tc4Y'oo Area &4 ull 6e-of _ i...all U20.1 r 10 p5 F tv W� Owbl) 70.14 '7Ot?4 Ou;t = CZU•y-+ TO-H - 10 - lob 7,000/21-) = 20 '000 16, W S til 0-..r u3aU s W l 1 re-i t s 1- .Q J&_)oJ a-J 0 ver Lwry s W M o r'wt4 to W:4,%J oL,re,,f i w. 0+r S kea v- W kL W 're- i i j t7 Y0 0ioo- � Vewmii , vJOtzt Ca Se Wilt. 6e. Cade- A • Vpttk �er �t = (to, 00 0) c 0.5-) /35 CC Lamp �•bF w4h -fo-6stw� v�pk;rt I Tql app Avj to iia• Pe,(%v" &r)) .Shy >a�� U1cl Yi�Y- we ac %'J.. Ll e S''Ys.40J to IDO Au tes Oura bO LLPvI pla W/ �Iz C-A;b-v- Bolts h ltac.� vpl��t ��•Oa0 qhs � �.o I•a� 2000 Use (00 3� POOP T�H is e s 5 tr a�p w..� t o hear %Aa.Q,Q s J `�"9 0••�b �1 v.5o w Roo Fra ► .wll be See t`rlAs i �,�s'iviee r�v PYv,�ar� b FO r o�rc,P�i't -kw,.Q ra.�,� ;1 Far raw rJ Eo f P(mss w,:Z ar e Oo o Y o Z A o f e.r• ,C, 15oo pSi F = 36,oao �s', A6 = o-7 i?. �• or 1990" lbs of !�1 c7 x tb.i c. YOty�2 Irl.. .Muri+�t: Co•9-tj Co.-�^s�tzl5X�Sq 5��{i.�4)=q a'lb.�=-�.F'b _,�}js _�o �o•vv 2G ; 15299L(Z?o�ooJ(^ tom) 1- •� �1Sivti 0"A A A(.�ar �o US ;— 359fn 3A.. i d- -Uvw ek !,1e, T�t V-A V�^ '/Z4c AU 6O - rcpt c ►r, —} F I410 lbr (fete above AL(uwr,61e Sitea-v- oi.-� '/z. + A3C+ 6o lts 350At �9b mss or o•)t R6 F� 350 `/CtSoay{o-a� Y o r Co•►Z)�o•Z)( 36,000) = $•�`� Ibs . 5 ear t.,1 a-Q - � rr IlOr CP(�u S�t�r �J�-��S r •P.vt ,YE vetiofl✓tcLc Date She Lot �� P•U Si.s TOY UrG 5 rOr;�r StTAAV t- CeS • r -ate Fo�tx�w;v► cel e�ik;t�°a�► s .� Cry teY�� (ZwLa tkrou�kowt e tj au, O 0• ; - 5 e i a.tta jtcj RJOo 1r PLO-ov% FOA W 0. Lo Ca.t io- r �� e5i��+a�S "4X�E.ri�~Walla t�1,i�t "�" c�@.f• N�ttj `S�,tt�io tAr :- TY►b wt #oxV W 1 dttj„ C 1-a See C.It j F Ll>; VFective l6W'19• Olp w4l W�U resist✓ SL%ear Q It as t kt:146t ( F'ravv+ pt^,%s) or W .U. pts 4e,awt Effective raop Wovit -AftPosa to ptesst4m C Mtt� --fin s O fPLid akbe. W" 9009 Pit& i5 more twwA 7 to 12. 4 -, .„ Wh- J f fess wie Ov% �(rJ� C See S wee 4, Z) �� r, .- �Ju Pressure rh 'roav: c a"Ildikb1z when► rove Pittk ;s )more ore t+. r F� = C �� /,Q � see st��e� AceiJ S6ecxr Pe o aQ s H ear �o rcc = (%) ( vet) C -$+ AL) -�- �r1(-�►ra C '`�."�:�r1'�:_ Ov@r"3"u�n� MQ-w��C�(w�C-$►Z1(o:5�•C r�C=�r)Cu�r'�C-�,�. - .E Ke c tide cD � t.J a•1,t t�11��c�, res i stS "o.T: �'b ` � �a n Tern , s�'a�n dr CO•r„�1''essicrv► c��. WaLt �s � (C.T.M)( 1. �equirec 1cQ,8�( boLts Se 'D 'VCStit)l Cri �'eY%A IF'r �X t'�-r►o r ter s Ptlow. Gott 6l cAvc S ha I; vat"Os t X936 f3" allow Q a 'rdw El an = I m 0 1"is C 11 n 11 UnLeSS ha � ®t+eYwrse, vay- : tAt 'dv- w OR s - ��oc�► • ��L� 5h� �Y?'r�►s;�, (2 �Q f5 £x gat � " �aL-% fes, )�CZA� wll S CooLw Yldil,s, Date she Lois Z- 1- 33 W Ae-1(e '1/- = Otiv4 Siie � = bot,t sp Fv- pol bait �o,r �x te��ar W�'1 �� 5 = ' C 1 3) C S6d )/`C zr 5o r i-A to r;o-r w4A s -—� i5 •33)(13 50)IC V9 Z) To choose. hW-duw--ki .- A-I,low, kigU Jam, te►siw, �,. c — ZV � �. T o r hA*W JU -AL Wl IL be c4asw, Frvvn ate , Siv*v?sw:` or "ScMco Sim- OL s tt,DzA, ti SPF., MTS 27 6 , •�tt- 'See Y► 5 tee t• FUY- S eAK' wiLCL o �1.tee t 8 511ea.r C�G"Ptki LM S • Tor c -tL+e tf44siuN both SE �s_ Showy+ o� rlll,�. C Lea,( }�„� botit' w.�i P 1 - Y �uQ.t o, a r.Q_-1�,+a..5 ale. 1dtc t�I lL yi e4 to .Shear F � aS --for a c 0 to tc Fay P ► . -..... Lu.�c ..T•or + 2Y e u� — Tor G ZV - 1400 lbs C 2 x4 pl,:�t -�#2 •,.)1 F'9 .01 ' Fa;&LA-&- Mca{ ZV : 22oP lbs C 2 x (, Qll:ut 1#2 5 Y� ) 2v = Z90o lbs C Zx 8 Pla.�, , z 3�p DATE: 12A2101 ---------------------------------------------------------- - — i f I I !! VKAT ENTRY --------------- --- -- AR � I- y , LNG ROOF PITCH 15 7:12. ALL SLOPED CEILM INTERIOR fROM&TO SCREENED LANAI v&LATNL 19FLAT WKNE WALL) � cEaW ARE MAXIMUM CNOOK CEILING AL PLANT SKY---------------- ——————- ° CLOSET LARM &MT &FLAT V"TCELW, &�T ——————— &FLAT � z3Nw> 1dajIiIIo UR 1 1 I I I v &FLAT VESIGNE6 FOR'ATM I — & STORAGE I I I Fur YNSTFRSATH I .J _ — L—� &FLAT —ems— r L�� MASTER°ORM ! i I DEPROOM CATWORAL 8'Fur DESIGNED FOR Arno I I I STORAGE °EORoom 1 I cnuW, I I FROM TO — — --- 0 --------.--.-------.----...------------ .-----...-------.------- LIVING AREA 1790 Et ft ROOF PLAN PAGE BUILD SET SCALE: 1/4"=1 FOOT u No. (Et) (ft) (it) Qb) (lb/ft) (Ib/rt) (ft) (fib)_ (unibasal Lil 1 -4 161- 44 161 NtA 144A jq- 4. 2z t:5 15 WA (9= "r IS ALWAYS EQUAL TO 1.33 VKM IS WIND MAGNIFYING FACTOR. O s "NP" DESIGNATES 'ME NAILING SPACMG AT PANEL EDGES NO SHEAR WALL C INTERMEDIATE SUPPORTS FOR EXTERIOR WALLS, OR THE SCREW SPACING AT M PANES. SES AND INTEUE't ME SURORTS FOR INTERIOR MALLS UNLEST �� FORANE LL MEANS THAT 7/16` OW FOR FIRST STORY- WALLS " a" n C. ON PANEL EDGES AND AT 12" ys _�7S /►ll//� ��,,�� /nCITY OF fYLLIrot& BwaA Office of Building Official REQUEST FOR INSPECTION Date (n V �' Permit No. Time A.M. Received P.M. 1 Job Addre s cality Owner's 9Name Contracto UILDIN CONCRETE ELECTRICAL PLUMBING MECHANICAL zv Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Rooting ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION l--�cj Mon. Tues. Wed. Thur Friday P.M. A.M. In ecit,on V, P.M. Inspector 7 / Final Inspection ❑ Certificate of Occupancy ❑ Date -III oil CLARSON...•_„ 253 P02 DEC 18 '01 07.30 ............... lip" lip I MAP SNOWING PLOT PLAN OF VO'� SHOWN ON MAP OF PARADISE COVE AS RECORDED IN PLAT BOOK 53, PAGES 82 & 82A OF THE CURRENT PUBLIC RECORDS'OF DUYAL; COUNTY. FLORIQA: FOR: ',RESTCON, INC. BEARING REFERENCE: BEARING SHOWN ON RICHT—OF— AY LINE HEREON' IS THE SAME AS SHOWN ON THE, L loz2rn . it ORV 4407, PAIGE 184 ORV 4858, PAGE, 235 . city 7 Atlant a Mch Ms W*V and ZonkV Daparbinant nft approvo welftaww"Iftwo SE 9*47WE toning, subdivision anar 11"al lancrrl,4) ap50•DO• approw for ON I"uC a f pparenit, com"Snae bid d011111111 am its ` wkh FIVIds Suk** WW&Wicable QUADRUPLE taoal, 8tata and Fadarat g nsquiramants' < . > must be varMed et tilt My oiANentic: (4"); .q: �� :+,� �.,• 1 'Mist N eta , 3 TWIN (4"r2'") tlj' �._-00 1104 a LANAI 4 ;: L6QENf/: ,•' r„ i is s:' :r • :i. •; ' 1, ( tMN OAK T1 $c.1N;..L, i 1IMPLE OAK o W .d' = O ,I` ,r•• a• •' MAGNOLIA W r dEDAR wj THAN MYRTLE �.ZS• S.0• ; CEJ p} , TRIPLE MYRTLE '�• 1 "s i TNNN PEAR i 5 SyUE,ET GVM N � PACE � N � � ~ ' �_• °` ' PAW r\ CAMPHOR • i .'i. O 55 + ' ' '• ' I'1R1, adD' ` 31N81 *451, 44� CH �T : w N 8 �� 5 ,�w ; R-270.0019. •,•�> PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: � f 3 S ErY OWNER: 3 F S T<2-0 " [ 1. Determine Occupancy Classification of the structure. Select occupancy classification R- 3 which most accurately fits the use of the Building. (Chapter 63) [ Y 2. Determine actual physical properties of building. [ a. Determine building area each floor. (Area definition Chapter 132) [41 b. Determine grade elevation for building. (Grade definition Chapter 132) [..]' C. Determine building height in feet above grade. (Height definition Chapter 132) d. Determine building height in stories. (Story definition Chapter 62) [✓f e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 132) [✓J f. Determine percent of exterior openings per floor. 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 66) [.X a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table 8500) [ b. Check allowable height and area increases permitted. (Chapter B5) [<-]� 4. Check detailed Occupancy requirements. (Chapter 134) [* 5. Check detailed Construction requirements [ ] a. Fire Protection of Structural Members(Chapter B6&Table B600) b. Fire Protection Requirements (Chapter B7 and Table B700) [ 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. [ ] 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 88) [✓j� e. Roofs and roof structures (Chapter B15) [r�]� f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other l y- O L_ CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By:_ Z .-- t Don C. Ford, Building Official don/sb.1 10 1 RECffitrD PROPER/TJY DES=TION Ai 101 2002 kl_Zulvision: , Block # Section # 4GIE(jci jU`: { )ye City-of +'tlr mic Bench Street Name2 ( -v DESCRSPTION' O '�` and Zonl1g�,or Address: (PI_J � il �� r-IL fin a FLOOD HAZARD Flood Zany _ea complete page 3) Brie escr' tion f-�Prn Class of Work: Ne Remodel/Addition: ZONING INFORMATION Type of Construction:/WAZ%n Zoning Prop, ed District: Use: /` Estimated Value $J49 5X0 Exceptions or Variances Materials: worldf7 ,� Granted: Solid orFi11 Ground: Ro f Method of Heating: OWNER ""O&STCON, INC. ,2444 South BeaCh Parkway Property o *WksO MIS RaaCh, F=L 32259 Phone: Mailing Address__04 46 3 Zip: CONTRACTOR INFORMATION BINvCON, INC, e�� Contractor: �SWh SCh Pg Phone: Mailing Address: y F� 9�AI 90 24-6 zip STATE LICENSE NO: C 'C'Of.�'s Expiration ation I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LANS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS S PORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signator ` DATE Contractor Signature ( l DATE 2N TO AND SUBSCRIBED BEFORE ME BY /Id (SCJ ��O�J THIS � DAY HE DEWOLFOAN© L.(/ NOTARY PUBLIC.ST; E OF FLORIDA NOTARY PUBLIC MYCOMMISSIOPd EXPIRZ3 DEC.26,200$ COMMISSION NO.CC897712 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 3 S/E� s � Date Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft =_ $ Deck rrrr' @ $ Per sq ft $—T— Patio e� @ $ per sq ft = $ TOTAL VALUATION: $ l Lid , 1326_ N � ° $ Total Valuation 1st $ 004©o 0 4-1 T---- S y 3 2-4 Remaining Value 5. per thousand portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE S WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP S CAPITAL IMPROVEMENT $__ _ SEWER TAP $ RADON (HRS) . 0050 $_ 3_0 < `� SECTION H PAVING ( ) $ — CJ HYDRAULIC SHARES $ C) — CROSS CONNECTION S 3 SURCHARGE .0050 $ -F Z OTHER $ GRAND TOTAL DUE $ 3 �� ADDITIONAL PERMITS OR FEES: Mechanical ,; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: CITY OF ATLANTIC BEACH -- - -� DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-SM-FAX: 247-5877 I PERMIT iNFC3RMAT1©N _ !Permit Number: 23341 LOCATION tFF?RMATION _ A Permit Type: BUILDING Address: 613 PARADISE COURT —_-_ Class of Work: NEW ATLANTIC BEACH, FL 32233 I Proposed Use: SINGLE FAMILY Township: Range: Book: 53 Square Feet: Lot(s):7 Block: Section: Est. Value: 148,326.00 Subdivision: PARADISE COVVE Improv. Cost: 148,326.00 Parcel Number: Date Issued: 1/17/2002 OWNER INFORMATION Name:dress: 2440 SOUTH BEACH PARKWAY BESTCON INC. - Total Fees: 3,035.75 Adi Amount Paid: 3,035.75 L_ Date Paid: 1/97/2002 JACKSONVILLE BEACH, FL 32250 — ` !_ Work Desc: CONSTRUCT NEW HOM Phone: (904)246-3747 I- CONTRACTOR 5 — --- 'BESTCON, INC. PLICATION FEES _ A _ 911.00 410.00 1,250.00 85.00 8.50 0.45 III 325.00 } COI # 35.00 ST A 9.72 i 1.08 NOTICE ' y " NTS �1 FQ Il CTION BUILDING MATERIAL,` i MUST BE CLEARED UFSts34 ROW T NOT BE~ ! ELIC SPACE,AND A BY EITHER O[>�'TRq -TOR QIP O . "FAILURE TO COM,L � J PROPERTY OWNER PAY l.I TIN THE ISSUED ACCORDING TO APPROVED FOR VIOLATION OF gppLtCABLE PROVIS R _ IT AND SUBJECT TQ REVOCATION I AT NTIC BEAC` 8UI'L)NNG DEPT7, Ahtei verve ! iRenipts RiA2A513 ToUl Paywd f3i35.75 CITY OF ATLANTIC BEACH PPLICATION FOR PLUMBING PERMIT Bldg. Permit# 4 JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: ! V! J PLUMBING CONTRACTOR Don Harris Plumbing, CQ. AND ADDRESS: P.O. Box 14668 _ Jacksonville, FL 32210 TELEPHONE NUMBER: (904) 772-0900 ' STATE LICENSE NO: CFC019194 TYPE OF BUILDING: New Construction TYPE OF WORK: New Plumbing 1 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS / SHOWERS 3_LAVATORY WATER HEATERS /—BATH TUBS DISHWASHERS 'URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER / TOTAL FIXTURE COUNT: . Alz x $3.50 + $15.00 = $ `C ------------------------------------------------------ � INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE HOST RECENT EDITION40F THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23439 Address: 613 PARADISE COURT Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):7 Block: Section: Square Feet: Subdivision: PARADISE COVVE Est. Value: 148,326.00 Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 2/07/2002 Name: BESTCON INC. Total Fees: 57.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 57.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 2/07/2002 •- (904)246-3747 Work Desc: INSTALL PLUMBIN CONTRACTORS (CATION FEES DON HARRIS PLUMBING t; .M; 57.00 "AX 1 C S- t 'S �."f5. � - mss:✓T n X", °trr r ws ,. �'.i v�" 3 +iax�`fi+tom ro•,""+ar�. w. K ic. �$ � ws NOTICE - INS ETIC�fVS � CUTI�p "� L ,ST 24 HOtR f�tOR SPECTION -�a BUILDING MATERIAL R , B1SH A $ ERi4?kITHIS WORK NOT �E. CED IN PUBLIC SPACE, AND MUST BE C'LR D w LS"WAY, OTR` TOR OR OWNER "FAILURE TO COMPLY WIT S L ht ESULT IN THE PROPERTY OWNER PAYING TW Wit. NTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $57.0014 Date: 2/88/02 01 Receipt: 8832689 ATLANTIC BEACH BUILDING DEPT. 8910881662 83221088 //CITY OF � 4&4040BOaCit-9941" Office of Building Official REQUEST FOR INSPECTION Date— /— 30 Permit No. / Time Received P.M. Job Address Locality Owner's Name `"`. Contractor BUILDING C CRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ 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 Inspection Made PM. Inspector Final Inspection ❑ i icate of Occupancy ❑ Date CITY OF uA 1 I 1&4Be4CA- Office of Building Official J REQUEST FOR INSPE ION Date -2 u J � �-- -- Permit No. �— Time A.M. Received Job Address Locali, Owner's Name -` ___ ContraclQT� BUILDING CONCRETE ELECTRICAL PLUMBIN ,---� 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. Tues. Wed. Thur.. A Friday y A.M. Inspection Made �V� P.M. Inspector t Final Inspection ❑ Certificate of Occupancy ❑ Date r, r CITY ///��//4��fi�t�'� // OF l/ Office of Buildin Officials GV REQUEST FOR INSP ION / Date .,,'- Permit No. Time Received P.M. Job Add ality Owner's Name _ —Contractor �^-- BUILDING j` CONCRETE ELECTRICAL 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 R INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made © 0 P.M. Inspector < Final Inspection ❑ Certificate of Occupancy❑ Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach. FL 32233-Tel: 247-5826-Fax:247-5877 ELECTRICAL PERMIT PERMIT IN ^OR `' "TION LC)CT f?N iNPOFtMATION Permit Number: 23624 Address: 613 PARADISE COURT Permit Type: -ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):7 Block: , . Section: Square Feet: Subdivision: PARADISE COVVE Est:Value: 148;326.00 Parcel Number. Improv. Cost:- 'GINNED INFORMATION Date issued: : 3/13/2002. Name: BESTCON INC. Total Fees; 50.00 .-Address: 2440 SOUTH BEACH PARKWAY. Amount Paid: 50:00 JACKSONVILLE BEACH, FL 32250 Date Paid: 3/1-3/2002_ . = .Phone: (904)246-3747- Work 904 246-3747Work Desc NEW 200AMPS SERVICE CONTTO. APPLICATION f EES DYNAMIC ELECTRIC COMPANY PERMIT •50.00 • l IVa � .� �,.+. r` a }''J'' `R.r M 11 1111 11 L Y � . vim•.,:r,,.3 'i�}r A _�� Y y \ •$ x.L .,•�y if ✓`Pt�l G. NOTICE ECTION BUILDING MATE SPACE,.AND MUST BE CLEAN`- •. :. ,y3•�?� •tiny .t iia •w+'.'a�n'I,•" .- ' FAILURE TO, E PROPERTY OW _ _. _-;.. ... • ''fir. •R � �� - ISSUED ACCORDING T t��►' _,, ° 1�` !F"fM's P CT TO REVOCATION FOR VIOLATION OF ADPL f . Aper: DSMITH' Tipea,�.. Draiera 1 . Date: :3/13(62-Af' Receipt wt _41362 ~- f 14 PERMITS-BUILDIM 'i (56.66 ATLANTIC BEACH BUILDING-DEPT. . Trans numbers 745515 CK DECKS*. = 3278.-- $100.88 - Trans date: -3/13/62 -Tice: 15:35:47 RAISED SFAILS PAGE . 1 Date: 12/20/2001 MANNING BUILDING SUPPLY LOG # : A1002 TRUSS DIVISION JOB # : JACKSONVILLE 1"alesman: JOHN FERGUSON Pitch: 7/12 Customer: BESTCON HOMES Job Name: #1790 "Address : 2440 South Beach Parkway Address : LOT 7 PARIDISE COVE Jacksonville Bch, FL. 32250 'Designer: RON -------------------------------------------------------------------------------- ?* LeftRight ;letyl Span I O.H. , O.H. , Description --------------------------- ----------------------------------------------------- 1 18 ' 2 ' 2 ' T1 DTC Gable -Y'- 7 18 ' 2' 2 ' T1 Fink Attic 1 30 ' 2' 2 ' T2 DTC SGE Gable 6 30 2' 2 ' T2 Vlt 1 35 ' 2 ' 2 ' T3 DTC SGE Gabler 4 35 ' 2 ' 2 ' T3 Vlt 3 35 ' 2 ' 2 ' T4 Vlt 6 35 ' 2 ' 2 ' T5 Vlt 5 35 ' 2 ' 2 ' T6 Vlt 1 35 ' 2' 2 ' T7 Vlt + "► 5 35 ' 2' 2 ' T8 Vlt 0 35 ' 2 ' 2' T8 Vlt (alt Brg) 1 35 ' 2 ' 2 ' T8 DTC SGE Vlt ** Hardware Roof ** 1 UL4 UL4= HTS20 20" Twist Strap -------------------------------------------------------------------------------- 41 - Trusses 1 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks 0 - # of Beams 0 - # of Rim Board -------------------- 41 - Total Trusses » HARDWARE SCHEDULE REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS26 27851 33251 1550 (14)16d (6)10dX1.5 TRUSS B HUS28 1 33801 35851 2000 (22)16d (8)10dX1.5 TRUSS . C HGUS28-2 62451 78101 2650 (36)16d (20)10dX1.5 2 PLY TRUSS vn D SUUR 26 8001 10001 765 (6)16d (6)10dX1,5 TRUSS Lu E SKP268UR * 16401 18001 655 (16)16d (4)10d TRUSS lopQ F SUUR 210 13301 1660 1250 (16)16d (10)10dX1.5 TRUSS s G ITHJA26 21901 27401 1340 (16)16d (5)10d+(7)10d HIP JACK c(n H IHJC28 * 27401 34251 1840 20 16d (6)l 0 d+ 8 10d HIP JACK aI SKH410 UR 1860 23301 12751(16)16d (10)16d SYS 42 p J ITHA422 36301 4145 1550 (22)16d (6)10dX1.5 SYS 42 Q K I 1UT312 1360 (14)10d (2)10dX1.5 I-JOIST Q L MIT316 2400 (12)10dx1.5 (2)10dX1.5 I-JOIST m M SKH312L\R 2160 2500 1505 1616d (1010dx1.5 I-JOIST N HU11 2185 22701 9201(22)16d (6)10dX1.5 1 PLY LVL O HGUS48 54721 68401 58371(36)16d (24)16d 2 PLY LVL P jHGUS412 9535 j 113351 47801(56)16d (36)16d 2 PLY LVL D ITGHD412L 85121 106401 87551(56)16d (36)16d 12 PLY LVL R ITGHD412R * 85121 10640 1 87551(56)16d (36)16d J2 PLY LVL S JHUC4121F 61021 68011 31001(56)16d (36)16d 12 PLY LVL T IHGUS5.25112 9535 11335 4780 (56)16d (36)16d 3 PLY LVL lop U HGUS7.25i12 9535 96651 47801(56)16d (36)16d 4 PLY LVL (nUL1 H16S NA NA I 1600 (10)10d (2)l Od TRUSS p UL2 H16-2 NA NA 1600 (10)10d 2)10d 2 PLY TRUSS V UL3 MTS12 NA NA 1000 7)10d E.A. SIDE NONE TRUSS z UL4 HTS20 NA NA 1450 10).10d EA. SIDE NONE 2 PLY TRUSS O UL5 MGT NA NA 4200 (22)10d PLUS UL6,UL7 U H UL6 PHD5 NA NA 4500 14 SDS1/4X3 ADD UL5 U. UL7 PHD2 NA NA 3285 10 SDS1/4X3 ADD UL5 HC HURRICANE TIE NA NA 455 (4)8d (4)8d H25 HURRICANE TIE NA NA 415 (5)8d (5)8d L_jH8 1HURRICANETIE INA NA 745 (5)10dX1.5 5)8dX1,5 p NOTE: ALL UPLIFT CONNECTORS SHALL BE MARK "HC,H2.5,H8" UNLESS f NOTED OTHERWISE. * INDICATES SEMCO HARDWARE ALL OTHERS SIMPSON HARDWARE 1- DROP 23' l 32' 1-7' BPOEAMST DROP 9,6- BERM Lr) -T— Al I I L- Ln DO LD LL cc cn 9! I Lo --TT DROP BEAM 77* MANNING BLDG . SUPPLIES JOB : A1002 BESTCON PITCH 7112 11155 PHILLIPS PKWAY PH# 268-8225 LOC : LOT 7 PAR IDISE COVE OHANG 24 IJAX. FLA. 32256 PLAN : #1790 DESIGNER : RON BERLIN ,�► .--J' �? �_ � . ;� � \,`\ � =`j _ = - `u - � �=� _- . ! j ��, M A .,I DROP 15' -+- 23' -- - 32' - 7RBPOST DROP I 9•6•• T BEA I I I 1 I f � N I -{ I I I I ------------------------- �. I I m I I I I I I I I I I I I I I J I I r � I I I I I I I I t I I I I I I I OD + I I 1 I I 1 I I I I I I I I I 1 I i I I I I I I I t I I I I DROP BEAN 77 MANNING BLDG . SUPPLIES JOB : A1002 BESTCON PITCH 7112 LOC : LOT 7 PAR I D I SE COVE OHRNG 24" 11155 PHILLIPS PKWAY PH# 268-8225 PLAN : #1790 JAX. FLA. 32256 DESIGNER : RON BERLIN (Al002-#1790 - T1 DTC Gable ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 10.28 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 SEE DWGS S10015EN0699 & GBLLETIN1001 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 54 PLF at -2.15 to 54 PLF at 2.32 TC From 158 PLF at 2.32 to 158 PLF at 15.83 TC From 54 PLF at 15.83 to 54 PLF at 20.15 BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 18.00 BC From 4 PLF at 18.00 to 4 PLF at 20.15 W4X4 7 I— -17 5-3-4 W3X3% W3X3� W3X3% W3X3= 8-1-2 W3X3= W3X3 �2-0-0-:;-J L--2-0-0--J L 9-0-0 9-0-0 J fE 18-0-0 Over Continuous Support R=165 PLF U=70 PLF W=18-0-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.5a _ FL/-/3/-/E/-/- Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151—41910 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 �M�• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED r'" ��ptq��1. TC DL 7.0 P S F DATE 12/18/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. RNs. .,;•//i' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��FIC�'•.vF• gC DL 1�.0 PSF DRW HCUSRT51 OI352122 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO :•_k� p eUitO TH£ TRUSSES [N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING ANC i C� U C L L 0.0 P S F H C-ENG M N M/MMA ALPINE BRACING OF FRO SES. 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 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TD ='`�°. OF Q' TOT.L D. 3 7.0 P S F S E Q N - 4736 EACH FACE Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Z n�i •�(/ DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING v�.n�!:�. RIvjv- 1�• D U R FAC. 1.25 FROM R O N 7Alpine Engineered Products,Inc. RE SPDNSIB IL ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS .1/C/� c G� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 0 e C LS7 �{..� SPACING S E E ABOVE FL Certificate OfAuthoriZation#567 ANSI/TPI 1.1995 SECTION 2. y�V,ti,,µ,,,• (A1002-#1790 - T1 Fink Attic ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 10.45 ET MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x6 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD, SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 20.15 BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 4.11 BC From 90 PLF at 4.11 to 90 PLF at 13.89 BC From 20 PLF at 13.89 to 20 PLF at 18.00 BC From 4 PLF at 18.00 to 4 PLF at 20.15 W5X8= W2X5 iii W2X5 111 7 (— -1 7 5-7-5 8-1-2 W6X6 = W6X6 W3X5(A1) = 35 PSF MAX STORAGE ONLY W3X5(Al) L--2-0-0-i;J X2-0-0-;;-J I 9-0-0 I 9-0-0 18-0-0 Over 2 Supports j R=1128 U=483 W=3.5" R=1128 U=483 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL/-/3/-/E/-/- Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151--41911 BRACING. REFER TO HIB'91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ~�~� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,`,• (^��1y� T C D L 7.0 P S F D ATE 12/18/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. v.••"'•• "�i� **IMPORTANT'* FURNISri A C04Y OF THIS Df SIGN TO THE INST ALL AT]ON CONTRACTOR. ALPINE fN6INEEREO '(IFI B C D L 1 O,O P S F D R W HCUSR151 013521 23 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, INSTALL IN AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OESIGN S ; S '* BC LL 0.0 P S F H C-ENG M N M/MMA SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ;9�• CONNECTORS ARE MADE OF 20GA ASTM AbS3 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTOkS TO S Of OF T 0 T.L D. 37.0 -PSF S E Q N - 4741 EACH FACE OF TRUSS, AND ONE ESS OTHERWISE LDCATED ON THIS DESIGN, POSITION CONNECTORS PER OR AW INGS 16 A-Z. THE SEAL ON TN1S OR AW ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINIERING �Isf•%F� RIOP•�w D U R FAC. 1.25 F ROM R O N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS I'IalIleS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PEI, E cam' yAf�E�G\ SPACING SEE ABOVE FL Certificate of Authorization#567 ANSI/TPI i-1995 SECTION 2. ��.�"' (A1002-#1790 - T2 DTC SGE Gable ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 12.03 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N :B3 2x6 SP #1 Dense: ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :W4 2x4 SP #2 N: :W6 2x6 SP #2 N: SEE DWGS S10015EN0699 & GBLLETIN1001 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TC From 54 PLF at -2.15 to 54 PLF at 3.18 TC From 158 PLF at 3.18 to 158 PLF at 23.00 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS, TC From 54 PLF at 23.00 to 54 PLF at 32.15 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 15.52 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF BC From 90 PLF at 15.52 to 90 PLF at 25.88 AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING BC From 20 PLF at 25.88 to 20 PLF at 30.00 SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL BC From 4 PLF at 30.00 to 4 PLF at 32.15 RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. W5X5 W5X7 ADJACENT ROOF TRUSS LINE W3X5% W5X7 W3X6 7 r W4 7 8-9-4 W3X3% W5X5 III W3X6; + W6 + + B3 W3X6 W5X5= W5X7 (R) III W5X9= W6X6 35 PSF MAX /STORAGE ONLY W3X5(A1) 2-0-0_ 1_2-0-0.� 15-0-0 _I_ 15-0-0 J f 6-1-12 r 5-10-4 -7 18-0-0 l 30-0-0 Over 2 Supports J R=330 PLF U=150 PLF W=12-3-8 R=1197 U=546 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 Design Criteria: TPI STD _39-5a _ FL/-/3/-/E/-/- Scale =.1875" Ft. —WARNING WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--41912 BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7.O P S F DATE 1 2/1 S/O 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 10P 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 P S F D R W HCUSR151 01352124 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 3• ��F� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND t p V rte B C L L O.0 P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES. THIS DFSIGN CONFORMS WIT ri AP PIE CABLE PROVISIONS OF NDS (NATIONAL DESIGN f = _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MAGE OF 20CA ASTM A653 GR40 GAItl. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO J7�:• Q- T 0 T.L D. 37.0 P S F S E Q N - 4750 DRAWING SS P EACH E160 ARZ SS. AN THHE U SEAL NE S ON TTHISI DRAWING SE L T INDIICATESSACCCEPTANCEHOf T PROFESSIONAL ONNEC R ENGINEERING �`r�n•• �j It��e�•'�� D U R.FAC. 1.2 5 FROM R O N Alpine Engineered Products,InC. RESPONSIBILITY SOLELY FOR THE TRUSS L'OMP ONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS i �i�*�• C TIa1nCS CtIy,PI. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESP NSIB IC I TY OF THE BUILDING DESIGNER, PER De •k, � Ih1LSPACING SEE ABOVE FL Certificate of Authorization#567 ANSIITPI 1.135 SECTION 2. ^�. W SPACING V 7 L y� y/M (A1002-#1790 - T2 Vlt ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 12.20 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :B3 2x6 SP #2 N: LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W5 2x4 SP #2 N: WIND BC DL = 5.0 PSF. SPECIAL LOADS (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 32.15 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 15.15 SHIM ALL SUPPORTS TO SOLID BEARING. BC From 90 PLF at 15.15 to 90 PLF at 25.89 BC From 20 PLF at 25.89 to 20 PLF at 30.00 BC From 4 PLF at 30.00 to 4 PLF at 32.15 W5X5 W5X5% W3X5% W 3 X 8 7 r— W —' 7 9-1-5 (A W2X5 III 4.1 4.18-1 2 W5X5= B3 W3X8(A1) W6X8(R) Ill W5X7= W6X6 W3X5(A1) 35 PSF MAX/STORAGE ONLY L2 0-0. 12-1-12 _I2I 0-01 L. 15-0-0 _I_ 15-0-0 6-1-12 5-10-4 T 18-0-0 I 30-0-0 Over 3 Supports R=364 U=258 W=3.5" R=1830 U=840 W=3.5" R=1019 U=468 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.6a FL/-/3/-/E/-/- Scale =.1875" Ft. —WARNING— TRUSSES REDIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--41913 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, HES D'U CTIOO DR., SUITE 200, MADISON, WI 53719), FOR SAF ETV PRACTICES PRIOR TO _..rMMMgy T C D L 7.0 P S F DATE 1 2/1 8/0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED A2 1��` B C D L 10.0 P S F D R W HCUSR151 01352125 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ��• � /•P BUILD THE TRUSSES IN CONFORMANCE WITH TPI; Oft FABRICATING, HANDLING, SHIPPING, INSTALLING AND + : BC LL 0.0 PSF HC-ENG M N M/MM A A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANp PAPER ASSOCIATION) AND TPI. ALPINE _�Q TOT.L D. 3 7.0 P S F S E Q N - 4755 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i(f^^y DRAWINGS 16G A-Z. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGrig a:•- D U R.FAC. 1.2 5 FROM R O N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS L Ny C f� `� 1Iall1 FLCCS Clty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER t1-` �,{�� SPACING S E E ABOVE ertificateofAuthorization#567 ANSI/TPI 1 1995 SECTION 2. r (Al002-#1790 - T3 DTC SGE Gabler ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: BEARING BLOCKS: NAIL TYPE: 0.13lx3.0_g_nails BOT CHORD 2x4 SP #2 N BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK WEBS 2x4 SP #3 :W2, W4, W5, W6 2x4 SP #2 N: 2 17.000' 1 12" 6 BEARING BLOCK TO BE SAME SPECIES, SIZE & GRADE AS BOTTOM CHORD. SPECIAL LOADS REFER TO DRAWING CNBRGBLK1299 FOR ADDITIONAL INFORMATION. ------(LUMBER DUR.FAC.=1.25 J PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 4.14 SEE DWGS S10015EN0699 & GBLLETIN1001 FOR MORE REQUIREMENTS. TC From 158 PLF at 4.14 to 158 PLF at 20.00 TC From 54 PLF at 20.00 to 54 PLF at 37.15 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 35.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF BC From 4 PLF at 35.00 to 4 PLF at 37.15 AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, THE BUILDING DESIGNER. WIND BC DL = 5.0 PSF. W5X5 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. ADJACENT ROOF BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W3X8�� TRUSS LINE W3X3 W3X5% W3X5 W3X5 7 10-2-12 W3X3% W5X9(R) W5 W2 � W I W6 W30= W5X7 8-1-2 + W3X6 III + W5X5- W3X6 III W6X8 = W3X5 W3X3% UI-�'' W3X5(A1) 2-0-0 2� 0-00 �— -5-1-12 �� 12-0-0 �� 17-6-0 �_ 17-6-0 _I 5-3-8 T 5-10-4 T 5-10-4 r 18-0-0 IE 35-0-0 Over 4 Supports R=277 U=202 W=3.5" R=944 U=443 W=3.5" R=2753 U=1289 W=3.5" R=505 U=345 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD i9.6a FL/-/3/-/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 R 1 5 1--41914 BRACING. REFER TO DID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 O'ONOFRIO DR., SUITE 200, MAD 50N, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED f. TC DL 7.0 P S F DATE 12/18/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��ltfl 'F' BC DL 10.0 PSF DRW HCUSR151 01352126 PRODUCTS, INC. SHALL No BE BE RESPONSIBLE F00. ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO f;� BUILD THE. TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND t B C L L O.O P S F HC-ENG M N M/MMA ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ♦ t SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ?3 ; Q. T 0 T.L D. 37.0 P S F S E Q N - 4771 EACH FACE OF TRUSS, AN UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER l C, Alpine Engineered Products,Inc. RES%NSIB IT IIDRAW NGS 60 TY SO LELYT FORHE ST HE OTRU SST CO MPO NE NT DES DRAWING DS I GNT SHOW NCE PTA THE O$UITAB I LL TYROFESS O AND USEIOFE THIS /S�•FAA��V/. �f•_��j D U R.F A C 1 2 5 FROM R 0 N IlaineS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec •�. � SPACING S E E ABOVE FL Certificate of Authorization4567 ANSI/TPI 1-1995 SECTION 2. '�1 (A1002-#1790 - T3 V I t ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W4, W5, W6 2x4 SP #2 N: WIND BC DL = 5.0 PSF. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X5 W 3 X 5 W 3 X 5 7 r (A) 7 W 6 X 6 10-6-13 W5X8% W (A) (A) W5 W6 J 4.1 4.1 ` 8-1-2 W5X7 W3X5(Al) _ W5X5= W6X8= W3X5 = = _ W3X5(Al) _ z-0-o _� 5-1-12 --1, 12-0-0 2-0-0_I I. 17-6-0 17-6-0 �J If 5-3-8 T 5-10-4 T 5-10-4 j 18-0-0 LEE 35-0-0 Over 4 Supports J IR=296 U=230 W=3.5" R=1455 U=453 W=3.5" R=646 U=378 W=3.5" R=433 U=258 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD �19.5a FL/-/3/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R 1 5 1--41915 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR IO DR., SUITE Z00, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ylow'�� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ��\ i• TC DL 7.0 P S F DATE 1 2/19/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. > 4`G..•••••7•'•, **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED }• f=�q'010F •• BC DL 10.0 PSF DRW IICUSR15I 01353004 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO F • ��• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND Z ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPL[CABLE PROVISIONS OF NO (NATIONAL DESIGN = • Z B C L L 0.0 P S F HC M N M/M M A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO L g TOT.LD 37.0 P S F S E Q N - 4776 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ♦T DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGC/SI•'��yfl�d �� D U R.FAC. 1.25 F ROM R O N Alpine Engineered Products,InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �� IlalneSClt},FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING [S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec�• F/€jfil EN SPACING 24.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. �"bav�rR"� (A1002-#1790 - T4 Vlt ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 20 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W4 2x4 SP #2 N: WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N CALCULATED HORIZONTAL DEFLECTION IS 0.19" DUE TO LIVE LOAD AND SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. 0.15" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X5 W1.5X4 III W 3 X 5 (A) W5X5 W5X7% 7 r 10-6-13 n W4 If W 5 X 7 75-= W5X7 2-0 0 4.1 -If-8-1-2 W1.5X4 III W6X6 145X12 = Wl.5X4 III W3X8(Al) W1.5X4 III W1,5X4 III W3X5(Al) W1.5X4 Ill 22-1-12 12-10-4 L 17-6-0 I 17-6-0 J I 6-1-12 12-0-0 s1— 4-00 T 12-10-4 fE 35-0-0 Over 2 Supports j R=1415 U=585 W=3.5" R=1415 U=586 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19 .6a FL/-/3/-/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 R151--41916 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO Ny PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T I C DL 7.0 P S F DATE 12/19/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C•L• ^'•_�// *'IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED , ` :/ BC DL 10.0 P S F D R W HCUSR151 01353005 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _Q�••"•• '� i BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND Z V� B C L L 0.0 P S F HC-ENG M N M/M M A ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN * S i SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 7 ! CONNECTORS ARE MADE OF 2DON ASTM A653 GR40 GOV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO p i Fc. T 0 T.L D. 37.0 P S F S E A N - 4781 7EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERDRAWINGS A 7. �� j•� EING Alpine Engineered Prodacts,Inc. RESPONSIBILIITY SOLELYTHE FORSEAL THE TRUSSI ICOMPONENT DESSIGNON THS DRAWING INDITES SHOWNCEPTANCE THE SUITABILITYONAL AND USEINEOFETHIS !�{r 6.. .... 0 U R.FAC. 1.25 FR0M R O N Hames Cty,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec' � IE ,�+' ST A C I N G 24-n ° FL Ce(tifica[e0i Anthorizati0n#567 ANSI/TPI 1-1995 SECTION 2. (Al002-#1790 - T5 Vlt ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W4 2x4 SP #2 N: WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N CALCULATED HORIZONTAL DEFLECTION IS 0.19" DUE TO LIVE LOAD AND SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. 0.15" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. W5X5 W1.5X4 III 143X5 (A) W5X5 145X7 7 r 10-6-13 � 7 W4 W5X7 W50� 2-0-0 4.1 8-1-2 141.5X4 III W6X6; Wl.5X4 III 143X8(Al) Wl.5X4 III 145X12 - 143X5(Al) zl� oo� 200 22-1-12 12-10-4 17-6-0 I 17-6-0 _I 6-1-12 T 12-0-0 ` �1 4-0-0 T 12-10-4 IE 35-0-0 Over 2 Supports — J R=1415 U=585 W=3.5" R=1415 U=586 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a _ FL/-/3/-/E/-/- Scale =.1875" Ft. **WARNING*" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--41917 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOLCATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ��{ {y6 nr 1 C DL 7.0 P S F DATE 12/18/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G' `.. **IMPORTANT** FUft NISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� BC DL 10.0 PSF DRW HCUSR151 01352127 PRODUCTS, INC. SHALL NOT BE RE SPONS[8 LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO •••• lF�� BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND f B C L L 0.0 P S F HC-ENG M N M/MMA ALPINEBRACING OF TRUSSES. HIS 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 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO OF •(t T 0 T.L D. 37,0 P S F S E Q N - 4784 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A��• ORA WIN NGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING V 1`�:��AiV '• D U R.FAC. 1.25 FR0M R 0 N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUIT AS IL ITV AND USE OF THIS r IletnCS City,FT, 33844 COMPONENT FOR ANY PART ICUL AR BUILDING IS THE RESPONS[BIL LEY OF THE BUILDING DESIGNER, PER '9�X7/I E� SPACING 2 4.0' FL Certificate of Authorization#567 ANSI/TPI 7.1995 SECTION 2. DecD » V (A1002-#1790 - T6 V 1 t ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.32" DUE TO LIVE LOAD AND DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0.26" DUE TO DEAD LOAD. W5X5 W3X5 W3X5 W6X8 W6X8 7 r --1 7 10-6-13 W5X7= W3X5= W6X8- 2-0-0 W3X5— W5X7 4.1 � 4.1 �8-1-2 W3X8(A1) W3X8(A1) 21 p p2I 0-O0. _II 17-6-0 I_ 17-6-0 —JIE..- r 6-1-12 1 22-8-8 T 6-1-12 fE 35-0-0 Over 2 Supports R=1415 U=586 W=3.5" R=1415 U=586 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL 3 E - Scale `*WARNING*" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151--41918 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 ~ TC DL 7.0 P S F DATE 1 2/1 8/0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. v....... T **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED tIF(. BC DL 10.0 P S F D R W HCUSR151 01352128 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .�� A BUILD THE TRUSSES IN CONFORMANCE WITH TPI; UR FABRICATING, HANDLING, SHIPPING, INSTALLING AND S B C L L 0.0 P S F H C-E N G M N M/MMA ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROYISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE .• CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 2 �. ¢ T 0 T.LD. 37.0 P S F S E O N - 4787 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CDIEONNECTORS PER irr` Alpine Engineered Products,Inc. RESPONSIBIDRAW NGS LITY SOLELYTHE [ORSEAL THE TRUSSCOMPONENTDESSIGNS DRAW NO TES SHOWNCEPTATHE OSUITABII.ITYTONAL AND USEIOFERHIS '[pcel ph�C` �� OUR.FAC. 1.25 FROM R 0 N IIffinCS City,Fl, 33544 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e C SPACING 24.0- FLCertificateofAuthorization#56'7 ANSIITPI I-1995 SECTION 2. av «� (Al002-#1790 - T7 Vlt ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W6 2x4 SP #2 N: WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N CALCULATED HORIZONTAL DEFLECTION IS 0.34" DUE TO LIVE LOAD AND SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. 0.27" DUE TO DEAD LOAD. (A) 1x4 "T" BRACE, 80% LENGTH OF WEB MEMBER. SAME SPECIES & LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. W5X5 W3X5 W3X5 W 6 X 8 W5X7 7 r 7 10-6-13 (A) W1.5X4 = W6 4.1 W50 W3X5�-0-0 W6X8- J 4.1 W6X8= 4.1 —' 4.1 � �8-1-2 W1.5X4 III W6X10 W3X8(Al) W1.5X4 III W3X8(Al) 2�0-°01 25-1-12 9-10-4 I_ 17-6-0 _I_ 17-6-0 �1 6-1-12 —1 19-0-0 1 1041 8-0-0 35-0-0 Over 2 Supports R=1415 U=584 W=3.5" R=1415 U=582 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.51 _ FL/-/3/-/E/-/- Scale `*WARNING*" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151--1 5 1--41919 BRACING. REFER TD 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 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED !, �e A TC OL 7.0 P S F DATE 1 2/18/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED FOR CEILING ... ... p **IMPORTANT** FURNISH A COP1' Of TNIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 1 0.O P S F D R W HCUSR151 01352129 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TQ �t l�,• J: • BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND •C� B C L L 0.0 P S F H C-E N G M N M/MMA 7A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN t * j =+ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAP Eft ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL STEEL STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i�1 i?! T 0 T.L D. 37.0 P S F S E Q N - 4793 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 1(n DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C,�;;�oA�Q`;•iY D U R.FAC 1.25 F R 0 M R 0 N Alpine Engineered 33844 Inc. RESPJNS[B[CITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS t5 ti Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e eh'��ENCS SPACING 2 4.0" FL CenifiGate of Authonzation#567 ANSIJTPI 11995 SECTION 2. __... (Al002-#1790 - T8 Vlt ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W4, W5 2x4 SP #2 N: WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N CALCULATED HORIZONTAL DEFLECTION IS 0.33" DUE TO LIVE LOAD AND SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. 0.27" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. W5X5 W1.5X4 III W3X5 0� (A) W5 W 6 X 8 0� W5X7 7 10-6-13 W4 W1.5X4 W5X7 W5X7= —2-0-0 W3X5= J W6X8 4.1 41 = 4.1 —' . IW6X10 � 8-1-2 W1.5X4 III W1.5X4 III W3X8(Al) W3X8(Al) W1.5X4 III W1.5X4 III p (� I 2I 0-0 I 2� . 25-1-12 9-10-4 I, 17-6-0 _I_ 17-6-0 6-1-12 T 19-0-0 11 10 41 8-0-0 fF 35-0-0 Over 2 Supports J R=1415 U=583 W=3.5" R=1415 U=581 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL/-/3/-/E/-f- 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 R 1 5 1--4 1 9 2 0 BRACING. REFER TO HID 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 PERFORMING THESE FUNCTIONS. ON LESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED Now T C D L 7.0 P S F DATE 12/18/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ..IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREDJ S11 I B C D L 10.0 P S F D R W HCUSR151 01352130 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO f •• BUILD THE TRUSSES IN CONFORMANCE WIiN TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND fff •• • (� I B C L L D.D P S F HC-ENG M N M/M M A ALPINEBRACING OF TRUSSES HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BV 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 nt � TOT.L D. 37.0 P S F S E Q N - 4798 EACH FACE OF TRUSS, AND UNLESS OI ERHISE LOCATED ON THIS OESIG N, POSITION CONNECTORS PER i�(1:• V'/' f(� DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EN6INEEftING =Gj••.f� Rtalt:�., D U R.F A C. 1 .25 F ROM R o N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Z is IIa111CS CAY,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec�"s- ,p........ SPACING 24.0" FLCCIt1fIC8tCOEAuthorization#567 ANSI/TPI 1-1995 SECTION 2. ut (A1002-#1790 - T8 Vlt (alt Brg) ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W4, W5 2x4 SP #2 N: WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. SHIM ALL SUPPORTS TO SOLID BEARING. W5X5 W1.5X4 III W3X5 (A) (A) W 6 X 8 0� W5X7% 7 r- W5 7 10-6-13 W4 W1.5X4 W3X5 J 4.1 4.1 W5X7= W5X7 = 2-0-0 W6X10 � W6X8 � J 4.1 4.1 �8-1-2 W3X3III W1.5X4 III W3X8(A1) � W3X8(A1) W2X4III W1.5X4 III 1.200 J zoo 19-2-0 25-1-12 9-10-4 (� 17-6-0 _I_ 17-6-0 J 6-1-12 '1 19-0-0 T1 10 41 8-0-0 1 fE 35-0-0 Over 3 Supports R=598 U=330 W=3.5" R=1818 U=565 W=3" R=414 U=368 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL 3 E - Scale *`WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151-41922 BRACING. REFER TO HIH-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRI0 DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO ,Mr+r"""r' TC DL 7.0 P S F DATE 12/19/01 PERFORMING THESE FUNCTIONS. UNLESS OTHEAWI SE iNDIC ATED, TOP CH00.D SHA{L HAVE PROPERLY ATTACHED `�1 ((�r' STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Qj�F�,+ BC DL 10.0 PSF DRW HCUSR151 01353003 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i l� f� BUILD THE TRUSSES IN CONfORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND + U C L L 0.0 P S F HC-ENG M N M/MM A ALPINE BRACING OF Tft USSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN f SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �;� TOT.L D. 3 7.0 P S F S E A N - 4801 CONNECTORS hRE MADE OF 20GA ASTM A, 3 OR 40 GAL V. STEEL. E%CEPT AS NOTED. APPLY CONNECTORS TO %I EACH FACE OF TRUSS-, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER � �.� �.' DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL. ENGINEERING tyC�s ;rl OP•!S►�:'`t1� G U R FAC. 1.25 F R 0 M R 0 N Iv[7tnC E/1g111eefCCl P/'OdUCiS,Inc, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB ILI7Y AND USE OF THIS 1�, � 'CG Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec �C �I" S P A C T NI 2 4.O" FL Certificate of Authorization#567 ANSIITPI 1-199s SECTION 2. `%•«.w�� INN (A1002-#1790 - T8 DTC SGE Vlt ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 12.76 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N :B2 2x4 SP #1 Dense`: ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :W4, W5 2x4 SP #2 N: FILLER 2x4 SP #2 N SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. SPECIAL LOADS SEE DWGS S10015EN0699 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 3.18 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. TC From 158 PLF at 3.18 to 158 PLF at 31.96 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. TC From 54 PLF at 31.96 to 54 PLF at 37.15 BC From 4 PLF at -2.15 to 4 PLF at 0.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF BC From 20 PLF at 0.00 to 20 PLF at 35.00 AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING BC From 4 PLF at 35.00 to 4 PLF at 37.15 SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. W8X8_ THE BUILDING DESIGNER. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W5 W3X5 7 r— W3X5 a W3X5% 7 10-2-12 W4 WH3 W 3 X 3 + W3X5 + + B2 + + +J 4.1 + 4.t W5X5= W7X10 = 2-0-0 + 4.1 + W3X5 J 4.1 4.1 + g-1-2 W5X5(R) WH5 W5X8% W5X7 W5X5 III W3X5 -- 2I 0-0I 2�E o-o0 25-1-12 9-10-4 17-6-0 _�, 17-6-0 6-1-12 T 19-0-0 11 10 41 8-0-0 fE 35-0-0 Over 2 Supports R=888 U=416 W=3.5" R=309 PLF U=145 PLF W=15-11-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 79,5a FL/-/3/-/E/-/- Scale =.1875" 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 R151-41921 BRACING. REFER TO MIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, HES D UNCTION DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F DATE 12118101 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED - Ua wf SIR Uf,TURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. NA.....'.�.�//� **IMPORTANT** FURNISH A COPY OF THI5 DESIGN TO THE IN S TALLATI DN CONTRACTOR. ALPINE ENGINEERED B C D L 10.0 P S F D R W HCUSR151 01353006 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 Z V- B C L L 0,O P S F H C-ENG M N M MMA ALPINE BRACING OF IND SE HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL OE SIGN �`♦ j •* / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEIT AS NOTED. APPLY CONNECTORS TO I��' S Q T C T.L D. 37.0 P S F S E A N - 4812 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER C ^n �(j- DRAWINGS 160 A-U THE SEAL ON THIS Oft AWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING �C�Js�•/C(IPR��P " D U R.FAC. 1 2 5 FROM R 0 N Alpine Engineered Products,Inc. RE SPONS[B IL FIR SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS .s• �(� 1lallle5 City, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e C A �w SPACING S F E A B O V E FI,CertificateOfAuthorization#567 ANSI/TPI 1 1995 SECTION 2. 'PKC w.�^ -- - '-- -- --- - -- --- - - - -- -- ` - -- -- - I�- SBC: 100 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00 2X4 BRACE (1) 1X4 "L" BRACE * (1) 2X4 "L" BRACE * (2) 2X4 '1.'" BRACE �� (1) 2X6 "L" BRACE ' (2) 2X6 't"GROUP +GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A QI 1 2 4' 3" 7' 3" 7' 6" 10' 3" 10' 7" 13' 7" 13' 11" 14' 0" 14' 0" BRACING GROUP SPECIES AND GRADES: SPF #3 4' 1" 6' 6" 6' 6" 3" 13 5" 13 5" 14 0" 14 0" GROUP A: z HF STUD 4' I 6' 6' 6" 8 7' 8' 7" 10' 3" 10' 3" 13' 4" 13' 4" 14' 0" 14' 0" W ® STANDARD 4' 1" 5' 7" 5' 7" 7' 4" 7' 4" SPRUCE-PINE-FIR HEN-FIR 9' 11" 9' 11" 11' 6" 11' 6" 14' 0" 14' 0" 1 2 STANDARD 2 STUD F--� 1 4' 7" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" 11' 1" 13' 7" 14' 0" 14' 0" 14' 0" 3 STUD 3 STANDARD 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" 1 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" DOUGLAS FIR—LARCH SOUTHERN PINE DFLSTUD 4' 4" 6' 7" 6' 7" 8' 7" 8' 9" TUD 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" 3 3 STUD S STANDARD 4' 3"" 5' 8" 5' 8" 7' 6" 7' 6" 10' 1" 10' 1" I1' 9'" 11' 9" 14' 0"' 14' 0" y-IANDARn STANDARD SPF 2 4' 10" 8' 4" 8' 7" 9' 11" 10' 2" 11' 9" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" #3 4' 8" 8' 0" 8' 0" 9' 11" 9' 11" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" Q T 7F STUD 4' 8" 7' 11" 7' 11" 9' 11" 9' 11" 11' 9" 11' 9"___i4' O" 14' 0" 14' 0" 14' 0" GROUP B: w Q 1 1 STANDARD 4' 8" 6' 10" 6' 10" 9' 0" 9' 0" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" ✓ HEN-FIR 1 5 3 8' 4" 9' 0" 9' 11" 10' 8" 11' 9" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" 1 & BTR 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" 1 W #3 4' 11" 8' 2" 8' 2" 9' 11 10' 5" 11' 9" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0" 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 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" 2 2 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 k SPF #3 5' 2" 9' 2" 9' 2" 10" 10" 10' l0" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" �J HF STUD 5' 20"" 9' 2" 9' 2" 10' 10" 10' 113' 0" 13' 0" 14' 0" 14' 0" 14' 0' 14' 0" Q 111' STANDARD 5' 2" 7' 11" 7' 11" 10' 5" 10' 5" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: ^ 1 5' 10" —9' 2" —9, 11" 10' 10" 11' 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" SP #2 5' 9" 9' 2" 11" 10' 10" 11' 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. #3 5' fi" 9' 2' 9' 6" 10' 10" 11' 5" 13' 0" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 90 PLF OVER DFL STUD 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" SYMNI OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUTI PLYWOOD OVERHANG. GABLE TRUSS I + ATTACH EACH 1." BRACE WITH IOd NAILS. * FOR (1) 'L" BRACE: SPACE NAILS AT 2" O.C. 2X4 #2N OR BETTER W 18" END ZONES AND 4' O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION VERTICAL LENGTH MAY BE T + **FOR (2) "L' BRACES: SPACE NAILS AT 3" O.C.DOUBLED WHEN DIAGONAL 18" * IN 18" END ZONES AND 6' O.C. BETWEEN ZONES. BRACE IS USED. CONNECT L + DIAGONAL BRACE FOR 610{ 'T." BRACING MUST BE A MINIMUM OF 807. OF NEB L AT EACH END. MAX WEB BRACE MEMBER LENGTH. *# TOTAL LENGTH Is 14', GABLE VERTICAL PLATE SIZES 2X4 STUD, y3 OR T— BETTER DIAGONAL I VERTICAL LENGTH NO SPLICE BRACE; SINGLE 18 * LESS THAN 4' 0" 1X4 OR 2X3 VERTICAL LENGTH SHOWN + W BUT 2X4 TABLE ABOVE. OR DOUBLE CUT + + GREATER THAN 4' 0 (AS SHOWN) AT ni IFII n n LESS THAN 11' 6" UPPER END. GREATER THAN 11' ( 2.5X4 ONTWUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR ' PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT MIDPOINT OF VERTICAL WEB. REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. THIS DRAWING REPLACES DRAWING S10015E ■x 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, W1. 53719) FOR 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 CEILINGE V _ DRWG S10015EN0699 ENGINEERED PRODUCTS, OPY FI DESIGN INSTALLATION PRODUCTS, I INC.C. SHALL NOTBERESPONSIBLE FOR ANY DEVIATION FROM CONTRACTOR. ALPINE HIS �}nt'F'C`. ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; DR FABRICATING, 3(i q —ENG HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE • _ f'f� * ! AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA F ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF t9 �TA�( TOT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •fn' 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 Z•S �• SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE 44'(�riC� MAX. SPACING 24.0" RESPONSIBILITY IF THE BUILDING DESIGNER, PER ANSI/TPI I-1995 SECTION 2. GABLE DETAIL GABLE VERTICAL PLATE SIZES SYM, VERTICAL�UNGTH FUTIFP.UTES RliNFOu-, ABOUT + FOR LET-IN VERTICALS BETWEEN CHORDS SIZE I OVERLAP* MEMBER LESS THAN 4' 0" IX4 OR 2X3 2X8 V GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENA LESS THAN 11' 6" GREATER THAN 12' 6" 2.5X4 2.5X8 REFER TO ENGINEERED TRUSS DESIGN FOR PEM, SPLICE, WED AND HEEL PLATES. IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM 1" TO 'T" REINFORCING MEMBERS. RT 'L ' REINFORCING 'R I I C By LENGTH (BASED SINGLE PLATE TO SPAN THE WEB, MULTIPLY "F" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) : 1) BRAC OUP A' OBTAINED FROJ 21� E EXAMPLE: BRACE. GROUP A, OBTAINED FROM THE LP GABLE + APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR W VERTICAL SBCCI WIND LOAD. LENGTH TNGMAXIMUM ALLOWABLE Y' REINFORCED GABLE VERTICAL LENGTH 15 14' FROM TOP TO BOTTOM CHORD, WEB LENGTH INCREASE W/ "T" BRACE WIND—SPEED "T" REINK SBCCI ASCE AND MRH UBR, SIZE 110 MPH 2x4 10 % 10 7 15 FIT 2x-6 40 7 50 7 ot+ -TI 0_MPH &4_—10 -/ 10 % 30 FT ix-iF__50 % 50 7 P_ 100 MPH 2x4 10 % 10 % 15 FT 2X6 30 % 50 % 100 MPH 2x4 10 % 10 7. 30 FT 2x6 40 % 40 7. 90 MPH 2x4 20 % 10 % (+ + PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON 15 FT 2x6 20 % 40 % RIGID SHEATHING THE ENGINEERED TRUSS DESIGN. _k-MPH 2x-4—_10 % 10 7 4 TOENAILS ATTACH EACH "T" REINFORCING MEMBER WITH 30 FT 2X6 30 % 50 % HAND DRIVEN NAILS: 80 MPH 2x4 10 % 20 %10d COMMON TOENAILS AT 4" Q.C. PLUS (4) l6d 15 FT 2x6 10 % 30 7 2i4_ 20-7 10 % REINFORCING COMMON TOENAILS IN TOP AND BOTTOM CHORD, 30 FT 2x6 20 7 40 % MEMBERa GUN DRIVEN NAILS - 0.131' X 3": — TOENAILS AT 4- O.C. PLUS (4) TOENAILS IN TOP 70 MPH 2x4 0 7 —20 % AND BOTTOM CHORD. __25 FT -2x6 0 % 1 20 % 70 MPH 2X4 10 % 1 20 X GABLE TOENAILS THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE30 F1' 2x6 10 7 30 % 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, A10015ENO699, A09015EN0699, A08015KNO699, A07015EN0699 MEAN ROOF HEIGHT = 30 FT A11030EN0699, A10030EN0699, A09030ENO699, A08030EN0699, A07030EN0699 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS 'T" REINFORCING MEMBER SIZE = 2X4 S11015EN0699, $10015EN0699, S09015EN0699, S06015EN0699, S07015EN0699 -T" BRACE INCREASE (FROM ABOVE) = 107 = 110 S11030EN0699, S10030EN0699, S09030EN0699, S08030EN0699, S07030EN0699 (1) 2X4 l" BRACE LENGTH = V 7" 4 TO AILSMAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI IAO 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, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED REF LET-IN VERT BY TPI (TRUSS E, 583 DNOFOR, SUITE , WL 53719) FOR SAFETY RA TSC PLATE ES PRIORINSTITPERFORMING PERFORMING'OTHERISEO 200 FUNCTIONS, UNLESS OMADISON,THERWISE INDICATED, DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANTAx FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE DRWG GBI ETIN0699 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONE12RMANCE WITH TPI; OR FABRICATING, -ENG DU/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, 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 20GA X TOTLD60 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF It . . "Puss AND160,UNA-ZLESS THE SEAL ON OTHERWISE LOTHISCATEDRAWINGD ON THISINDICATES DESIGN, POSITION ACCEPTANCE CONNEOFCTORSPROFESSIPERONAL TA;OF . ', A, wtv.. JR. FAC. ANY 'PONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE -11G DESIGNER. PER ANSI/TPI 1-1995 SECTION 2, MAX SPACING 24 CLB WEB BRACE SUBSTITUTION T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR \ IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING: BRACING METHOD IS DESIRED. T—BRACE APPLY TO EITHER SIDE OF WEB OR NARROW FACE L—BRACE ATTACH WITH 16d NAILS AT 6" O.C. NOTES: BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE—RUN DESIGN WITH APPROPRIATE BRACING. T—BRACE L—BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L—BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 2X6 2 ROWS 2X6 2-2X4(*) SCAB BRACING: 2X8 1 ROW 2X6 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2-2X6(*) NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE BRACE IS A MINIMUM 80% OF WEB T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. THIS DRAWING REPLACES DRAWING 579,640 --WARNING.* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF REF CLB SUBST. 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 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ~ - C DL PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL (+ DL PSF DRWG BRCLBSUB0699 HAVE A PROPERLY ATTACHED RIGID CEILING .■ . Vv-••...;`/ IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ��F�(�' ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS •�• q ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; DR FABRICATING, �` . V LL PSF -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH = ,� _ m APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA I * t T. LD. PSF ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF L p•• STAVE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `''9 ,p ' POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL "��/ �•:•LORIl1P'• R. FAC. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE s •EU•EHSPACING SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING ]S THE S�, RESPONSIBILITY OF THE HIS DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. J-- I-- #- 4-- -- - ---- I-- TOP -TOP CHORD FILLER DETAIL + 2X4 CONTINUOUS LATERAL BRACING AT 24" OC MAXIMUM SPACING. ATTACH TO EACH TOP CHORD WITH (2) 16d NAILS. OFFSET FILLER DETAIL BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ++ `1 t ++ 2X4 SO. PINE #2 N OR SPF #1/#2 FILLER TOP CHORD. 12 +++ 2X4 SO. PINE #3 OR SPF #1/#2 VERTICAL WEBS SPACED PIGGYBACK PLATE 48" OC MAXIMUM. OR 3X6 TRULOX t 4 * 8/12 MAXIMUM PITCH. ** 2X8.25 PIGGYBACK SPECIAL PLATE. SEE DRAWING PIGBACKBO699 FOR PIGGYBACK SPECIAL PLATE INFORMATION. +++ 6-0-0 TYP. *** *** 6'0" MAXIMUM HEIGHT. t W2X4 OR 3X6 TRULOX. 4 + 12 tt REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS t 4 �* DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT + SHOWN. t 4 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF EACH TRUSS PLY. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. EXTENDED TOP CHORD FILLER DETAIL 4 TOP CHORD FILLER DETAIL 4 t ++ t PIGGYBACK PLATE ** OR 3X6 TRULOX 4 t 4 t 4 tt +++ 6-0-0 6-0-0 YP. TYP. s** TYP. t t 4 + t ;!04) 4 4 THIS DRAWING REPLACES DRAWING 884,080 •-WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL MAX 30 PSF REF TC—FILLER 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 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, C DL MAX 15 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ■-IMPORTANT-• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE �7 (' DL MAX lO PSF DRWG TCFILLER0699 7ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 4k'�t�Ft LL 0 PSF —ENG SJP/KAR DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH ? !• APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE { • ? Nm 0 LD. MAX 55 PSF M AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA = 'R ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF •� au ALPINE ENGINEERED PRODUCTS,INC. ti o[ TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ;irc% POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL 'G'./•• 6 1.3.. R. FAC. THE l1.15 OR 1.33 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. S — RESPONSIBILITYDO FSTHEFBUILDINGMDES GNER,OPERNANSI/TPI 1'-1995USECTION12.THE •t •�� NV�PACING 24.0" BOTTOM CHORD FILLER DETAIL * OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND SHOWN. TRULOX PLATE REQUIREMENTS. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD MAXIMUM REACTION MINIMUM ** REQUIRED NAILS PER FACE WITH TRULOX PLATES OR WEDGE SPECIES DOWNWARD UPLIFT BEARING AREA 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR—LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM—FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE—PINE—FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON—DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6 + *2X8WEDGE **4 ++ 9.5MAX 3X8 TRULOX18 MAX ** 4 3X12 TRULOX ** * ** (2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE THIS DRAWING REPLACES DRAWINGS A115 A115/R Sc 884,132 -WARNINGS TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF REF BC FILLER 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 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, " C DL — PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. vF`'•�•'•• �� C DL 10.0 PSF DRWG BCFILLER0699 --IMPORTANT-* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE IHC ALPINE DESIGN; ANENGINEEREY FAILURE STONBUILD C. ATHE LL OTRUSSES INT BE OCONFORMANSIBLE NCE AWITH TPI;NY IOR FABRICATON FROM IING, r 4� LL — PSF —ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH _ N.all * APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE F • 1 LD. PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA =p STATE •Q`i'" ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ��• ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL R.R.FAC.1.0/1.15/1.25/1.33 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE r'�'pfFa.ENG� SPACING 24.0' SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE • RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. , BOTTOM CHORD FILLER REPAIR RECOMMENDED REPAIR PROCEDURE 1. MEASURE DISTANCE FOR NEW LENGTH OF FILLER, MAXIMUM BOTTOM CHORD LOAD IS 10 PSF. 2, APPLY NEW 2X4 STUD GRADE OR BETTER VERTICAL + BOTTOM CHORD FILLER TO BE SCAB TO BOTTOM CHORD AND FILLER WITH (3) REMOVED. SEE NOTE #3, NAILS 0.131" DIA. x 3.0" OR LARGER, (LE. 10d OR ++ FIELD APPLIED FILLER. 16d COMMON, SINKER, GUN, OR 16d BOX NAILS) TO EACH END OF VERTICAL, 2X4 STUD GRADE OR BETTER VERTICAL SCAB, 1 CAREFULLY REMOVE EFFECTED CONNECTOR PLATES. ATTACH TO BOTTOM CHORD AND FILLER WITH (3) USE CARE NOT TO DAMAGE THE REMAINING NAILS WITH A MIN. 0,131" DIA. X 3.0" LENGTH. CONNECTOR PLATES OR LUMBER IN ANY WAY. REFER TO ENGINEER'S SEALED DESIGN 4. TRIM FILLER TO LENGTH, AT EDGE OF NEW VERTICAL REFERENCING THIS DETAIL FOR ALLOWABLE SCAB. FILLER DIMENSIONS, PLACEMENT, AND WEBBING, FILLERBC + ++ 4' 0" OC MAX. LENGTH TO TRIM FILLER FIELD APPLIED FILLER MUST BE SPF #3 OR BETTER. EXISTING FILLER THIS DRAWING REPLACES DRAWING 962,767 x*WARNINGw* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, FILLER REP, INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED REF BC BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO Ilk, SUITE 200, MADISON, WI, 53719) FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, *w]MPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE DRWG REPBCFlt,0699 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE 7 DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, 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 206A ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TR N UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER STA OF U�SlNfAGSDi6cA-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL . FSPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE .11 n ING DESIGNER,PER ANSI/TPI 1-1995 SECTION 2, f) r! r FORM 600A-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1634/1790 Builder:i BESTCON Address: Lot:7, Sub: PARADISE, Plat: Permitting Office: City, State: Permit Number: Owner. Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:42,0 kBtulhr 3. Number of units,if multi-family 1 SEER: 10.50 _ 4. Number of Bedrooms 3 _ b.NIA -� S. 1s this a worst case? Yes _ 6. Conditioned floor area 01:2) 1790 W c. NIA _ 7. Glass area& a. Clear-single pane 0.0 ft' _ 13. Heating systems b. Clear-double pane 235.0 ft' a. Electric Heat Pump Cap:42.0 kBtulhr c. Tint/other SC/SHGC-single pane 0.0 ft= _ 11SPF:7.40 _ d.Tintlother SC/SHGC-double pane 0.0 fV b.N/A S. Floor types a. Slab-On-Grade Edge Insulation R=0.0,221.0(p)ft _ e. NIA _ b.NIA c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Concrete,Int Insul,Exterior R=3.0,1209.0 ft' _ F.F:0.90 _ b. Frame,Wood,Adjacent R=11.0,349.0 ft' ._ b.N/A _ c. NIA d.NIA c. Conservation credits e. NIA (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,1814.0 ft- _ 15. HVAC credits _ b. Under Attic R-19.0,90.0 113 _ (CF-Cciling fan,CV-Cross ventilation. c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat. a. Sup:Unc. Ret:Unc. AH:Garage Sup.R-6.0,150.0 R _ MZ-C-Multizone cooling, b.N/A MZ-H-Multizone beating) Glass/Floor Area: 0.13 Total as-built points: 23767.00 PASS Total base points: 23875.00 I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in;ompliance with the Florida specifications covered by this �o9 cafr s�,�r�o Energy Code. calculation indicates compliance with the Florida Ener Code. PREPARE 8Y: LBERT MILLER gy " Before construction is completed . DATE: a/— O g �^ D this building will be inspected for , iI hereby certify that this building as design , is in compliance with Section 553.908 rpt. compliance Florid ergy C Florida Statutes. con WE � OWNS AC3 BUILDING OFFICIAL: DATE: DATE: EnergyGauge®(Version: FLR3PA 203) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 7, Sub: PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points ,18 1700.0 33.05 10660.2 Double,Clear NW 11.0 7.0 5.0 25.46 0.57 72.6 Double,Clear NW 1,5 7.0 21,0 25.46 0.95 $06.4 Double,Clear SW 1.5 5.0 20.0 38.46 0.84 643.8 Double,Clear SW 1.5 5.5 60.0 38.46 0.86 1991.9 Double,Clear SE 1.5 7.0 40.0 40.86 0.92 1501.4 Double,Clear SE 1.5 10.0 36.0 40.86 0.98 1434,8 Double,Clear NE 1.5 5.5 30.0 28.72 0.91 780.3 Double,Clear NE 5.5 5.0 17.0 28.72 0.53 260.3 Double.Clear NE 1.5 4,0 6.0 28,72 0.84 143.9 As-Built Total: 236.0 7336.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 349.0 0.7 244.3 Concrete,Int Insui,Exterior 3.0 1208.0 1.30 1570.4 Exterior 1208.0 1.70 2053.6 Frame,Wood,Adjacent 11.0 349.0 0.70 244.3 Base Total: 1657.0 2297.9 As-Bulli Total: 1657.0 1814,7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 46.3 2.40 108.7 Exterior Insulated 20,0 4.10 82.0 Exterior 37.8 6.10 230.6 Adjacent Insulated 17.8 1160 28.5 Exterior Insulated 17.8 4.10 73.0 Adjacent Insulated 27.5 1.60 44.0 Base Total: 83.1 339.3 As-Bulk Total: 83.1 227.5 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1790.0 0.60 1074.0 Under Attic 30.0 1814.0 0.60 1088.4 Under Attic 19.0 90.0 1.10 99.0 Base Total: 1780.0 1074.0 As-Built Total: 1804.0 1187.4 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 221.0(p) -37.0 -8177.0 Slab-On-Grade Edge Insulation 0.0 221.0(p) -41.20 -9105.2 Raised 0.0 0.00 0.0 Base Total: -8177.0 As-Built Total: -9105.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1790.0 10.21 18275.9 1790.0 10.21 18275.9 EnergyGouge®DCA Form 800A-97 EnergyGaugeM9sFREE'97 FLR3PA 203 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot:7, Sub: PARADISE, Plot: ,, , PERMIT#: BASE AS-BUILT Summer Base Points: 24460.3 Summer As-Built Points: 19735.8 Total Summer X System - Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 19735.8 1.000 1.047 0.325 1.000 5718.8 24460.3 0.3573 8739.7 19735.8 1.00 1.047 0.325 4.000 6716.6 EnergyQsuge"DCPA Form 600A-97 EnOW08WOORssFREE'97 FLR3PA 203 FORM SOOA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot:7, 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 1790.0 8.76 3146.2 Double,Clear NW 11.0 7.0 5.0 14.03 1.03 72.3 Double,Clear NW 1.5 7.0 21.0 14.03 1.00 295.1 Double,Clear SW 1.5 5.0 20.0 7.17 1.09 156.4 Double,Clear sW 1.5 5.5 60.0 7.17 1.07 461.3 Double,Clear SE 1.5 7.0 40.0 5.33 1.07 228.1 Double,Clear SE 1.5 10.0 36.0 5.33 1.03 197,5 Double,Clear NE 1.5 5.5 30.0 13.40 1.01 405.1 Double,Clear NE 6.5 5.0 17.0 13,40 1.05 239.2 Double,Clear NE 1.5 4.0 6.0 13.40 1.02 81.7 As-Bunt Total: 235.0 2136.7 FAdojoent Area X BWPM = Points Type R-Value Area X WPM = Points 349.0 3.6 1266.4 Concrete,Int Insul,Exterior 3.0 1208,0 7.30 8818A 1208.0 3.70 4469.6 Frame,Wood,Adjacent 11.0 349.0 3.60 1256.4 Base Total: 1567.0 5726.0 As-Built Total: 1657.0 10074.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 45.3 11.50 521.0 Exterior Insulated 20.0 8.40 168.0 Exterior 37.8 12.30 464.9 Adjacent Insulated 17.8 8.00 142.4 Exterior Insulated 17,8 8.40 149.5 Adjacent Insulated 27.5 8.00 220.0 Base Total: 83.1 986.9 As-Built Total: 83.1 679.9 (CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1790.0 1.20 2148.0 Under Attic 30.0 1814.0 1.20 2176.8 Under Attic 19.0 90.0 2.00 1 eu.0 Base Total: 1790.0 2148.0 As-Bullt Total: 1904.0 2366.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 221.0(p) 8.9 1966.9 Stab-0n-Grade Edge Insulation 0.0 221.0(p) 18.80 4154.8 Raised 0.0 0.00 0.0 Base total: 1966.9 As-Bulls Total: 4154.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1790.0 -0.59 -1056.1 1790.0 -0.59 -1056.1 ErwnyGauge*nne W-AAAA ^-Y EnergyGauyo0Rs9FREE'97 FLR3PA 203 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 7, Sub: PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT Winter Bass Points: 12916.9 Winter As-Built Points: 18346.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Paints Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 19346.9 1.000 1.064 0.461 1.000 $995.6 12916.9 0.8340 6897.6 18346.9 1.00 1.064 0.461 1.000 8996.6 EnergyGouge""DCA Form WM-97 EneroyGeuge®VResFREE'97 FLR3PA 203 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot:7, 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 0.90 3 1.00 2684.98 1.00 8054.9 As-Built Total: 8054.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Paints Points Points Points Points Points Points Points 8739.7 6897.6 8238.0 23875.3 6716.6 8995.6 8054.9 23767.1 PASS �' 9e • s EnargyGaugsTM DCA Form 600A-97 EnsrgyGaugsM*sFREE'97 FLR3PA 203 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot:7, Sub: PARADISE, Plat: , ,, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE _ CHECK Exterior Windows&Doors 608.1.ABC.1.1 Moxlmum:.3 cfm/s .ft.window area;,,6 efm/sq,R.door area. txtenor&Agaoent Walls 80e,1.ASC.1.2.1 Caulk,gasket,wcathoratrlp or seal botwosn:windowsrrinnrse R frames, surrounding wall: foundation&wall sole or sill plate:joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to,the foundation to the top,plate. Floors 606.1ABC.1.2.2 Ponetrations/openings>118"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed . to the perimeter,penetrations and seams. Ceilings 606.1 ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to Continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier Is installed that Is sealed at the perimeter,.at penetrations and seams. Recessed Lighting Fixtures 806.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a sealed box with 112"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned spaloo,tested. Multi-story Houses 608.1 ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.i.ABC.1.3 Exhaust fans vented to outdonrx,rlsimpers:combustion space heaters comply with NFPA, have combustion air, _ 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded bv all residences. COMPONENTS SECTION REQUIREMENTS ., „ .._, CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6.12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal officio of78%. Shower heads 612,1 Water flow must be restricted to no more than 2.5 aalions,per minute at 80 PS1G, Air Distribution Systems 610.1 All duds,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 807,1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604,1,602.1 Ceilings-Min,R-19.Common walls-Frame R-11 or CBS R-$both sides. Common ceiling&floors R-11 EnergyGaugeT"DCA Form 800A-97 EnergyGau9e®1ResFREE'97 FLR3PA 203 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =82.2 The higher the score,the more efficient the home. , Lot: 7, Sub: PARADISE, Plat: , , , 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:42.0 klitu/hr - 3. Number of units,if multi-family 1 _ SEEK: 10.50 - 4. Number of Bedtooras 3 _ b.N/A - 5. is this a worst case? Yes - - 6. Conditioned floor area(W) 1790 ft' c. N/A 7. Glass area&type _A. Clear-single pane 0.0 W _ 13. Heating systems b.Clear-double pane 233.0 ft' _ a. Electric Heat Pump Cap:42.0 klltu/hr - c. Tint/other SC/SHGC-single pane 0.0 ft' _ 14SPF:7.40 - d.Tint/other SC/SHGC-double pane 0.0 W b.N/A - 8. Floor types - - a. Slab-On-Grade Edge Insulation R=0.0,221.0(p)ft c. N/A b.N/A - - c,N/A 14. Hot water systems 9. Will types _ a, Electric Reststance Cap: 50.0 gallkno - a.Concrete,Int Insul,Exterior R=3.0,1208.0 ft' l;l':0.90 - b.Frame,Wood,Adjacent R-11.0,349.0 ft' b. NIA - c. N/A _ - d.N/A _ c. Conservation credits - e. NIA (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Anic R=30.0, 1814.0 R' 15. MVAC credits - b.Under Attic R=19-0,90.0 W _ (CF-Ceiling fan,CV-Cross ventilation. c. N/A HF-Whole house fan, 11. Ducts ,,- PT-Programmable Thermostat. a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6,0, 150.0 fl KB-Attic radiant barrier, b, N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) 1 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) oQKne'r'tT� in this home before final ins ion.Otherwise,a new EPI Display Card will be completed �� ,, __ o, based on installed Code c p nt features. ' Builder Signature: W Date: Q� s Address of New Home: 161'31pzpl` lad C,22 7 City/FL zip: Q00 wV' *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This isnot a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStor"'designation), your home may qual6 for energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www,jsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Fairs at 850/487-1824. PnergyGaugeO(Version: FLR3PA 203) System Sizing Calculations - Summer Residential Load - Component Details Project Title: Class 3 Rating 1634/1790 Registration No. 0 Climate: Notch Reference City: Jacksonville (Defaults) Summer Temperature Difference: 19.0 F 1!812002 Type Overhang Window Area(sgft) HTM Load Window Pd C/UIInSh/ExSh ornt Len t Gross Shaded Unshaded Shaded Unshaded 1 2.Clear,DEF,N.N E 11 7 5.0 5.0 0.0 23 72 115 Btuh 2 2,Clear,DEF,N,N E 1.5 7 21.0 0.0 21.0 23 72 1512 Btuh 3 2,Clear,DEF,N, N N 1,5 5 20.0 0.0 20.0 23 23 460 Btuh 4 2,Clear,DEF,N.N N 1.5 5.5 60.0 0.0 80.0 23 23 1380 Btuh 5 2,Clear,DEF,N,N W 1.5 7 40.0 3.6 36.4 23 72 2703 Stuh 6 2,Clear,DEF,N,N W 1.5 t0 36.0 0.0 3610 23 72 2592 Stun 7 2,Clear,DEF,N,N S 1.5 5.5 30.0 30.0 0.0 23 37 690 Stuh a 2,Clear,DEF,N,N S 6.5 5 17.0 17.0 0.0 23 37 391 Btuh 9 2,Clear,DEF,N,N S 1.5 4 $.0 6.0 0.0 23 37 138 Btuh ndoW Total 235 1 9981 Btuh Walls Type R Value Area HTM Load 1 Concrete-Exterior 3.0 1208.0 4,4 5335 Btuh 2 Frame-Adjacent 11.0 349.0 1.2 426 Btuh Wall Total 1557,0 6760 Stuh Doors Type Area HTM Load 1 Insulated-Exter 20.0 10.6 212 Btuh 2 Insulated-Adjac 17.8 10.6 189 Btuh 3 Insulated-Exter 17.8 10.$ 189 Btuh 4 Insulated-Adjac 27,5 10.6 292 Btuh Q22r Total 83.1 883 6tuh Callings Type/Color R-Value Area HTM Load 1 UnderAttirJDark 30.0 1814.0 1,5 2648 Btuh 2 Under AttidVark 19.0 90.0 2.3 203 Stuh Ceiling Total 1904.0 2852 Btuh Floors Type R-Value Size HTM Load 1 Slab-0n-Grade Edge Insulation 0.0 221.0 ft(p) 0.0 0 Btuh fluor Total 221.0 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 14320 83.7 1749 Btuh Mechanical 80 1254 Stuh 1 -1 Infiltration Total 144 1 3003 Blyh Internal Occupants Btuh/occupant Appliance Load sin 4 X 300 + 2100 T 3300 Stuh EnergyGauge@ FLR3PA 203 Manual J summer Calculations Residential Load - Component Details (continued) Project Title: Class 3 Rating 1634/1790 Registration No. 0 Climate: North 1/8/2002 Subtotal 25180 Stuh Duct gain(using duct multiplier of 0.10) 2578 Stuh Total sensible gain 28357 Btuh Totals for Cooling Latent Infiltration gain(for 49 gr. humidity difference) 4788 Stuh Latent occupant gain(4 people Q 230 Stuh per person) 920 Btuh Latent other gain 0 Btuh TOTAL GAIN 34088 Stuh Key: Window types(SC-Shading ooefecient of glass as SC numerical value or as Clear or tint) (U-Window U Value or'DEr for default) (InSh-Interior shading device:none(N),Blinds/Dapedes(B)or Roller Shades(R)) (ExSh-Exterior shading device:none(N)or numerical value) (Omt-compass orientation) Energy0augeO FLR3PA 203 System Sizing Calculations - Summer Residential Load - Component Details Project Title: Class 3 Rating 1834/1790 Registration No. 0 Climate: North Reference City:Jacksonville (Defaults) Summer Temperature Difference: 19.0 F 118/2002 Type Overhang Window Area(sgft) HTM Load Window PA SC/WInSh/Ex$h Omt Lon Hot Gross Shaded Unshaded Shaded Unshaded 1 2,Clear,DEF,N,N E 11 7 5.0 5.0 0.0 23 72 115 atuh 2 2,Clear,DEF,N,N E 1.5 7 21.0 0.0 21.0 23 72 1512 Stuh 3 2,Clear,DEF,N,N N 1,5 5 20.0 0.0 20.0 23 23 460 Btuh 4 2,Clear,DEF,N.N N 1.5 5.5 60.0 0.0 60.0 23 23 1380 Stuh 5 2,Clear,DEF,N.N W 1.5 7 40.0 3.6 36.4 23 72 2703 81uh 6 2,Clear,DEF, N,N W 1.5 10 36.0 0.0 36.0 23 72 2592 Btuh 7 2,Clear,DEF,N,N S 1.5 5.5 30.0 30.0 0.0 23 37 $90 Btuh 8 2,Clear,DEF,N,N S 6.5 5 17.0 17.0 0.0 23 37 391 Stuh 9 2,Clear,QEF,N.N S 1.5 4 6.0 6.0 0.0 23 37 138 Btuh Wlnd w Total t 1 235 1 9981 Btuh Wails Type R-Value Area HTM Load 1 Conorote-Exterior 3.0 1208.0 4.4 5335 Btuh 2 From-Adjacent 11.0 349.0 1.2 426 Stuh Wall Total 1551.0 5700 13tuh Owe Type Area HTM Load 1 Insulated-Exter 20.0 10.6 212 Btuh 2 Insulated-Adjac 17.8 10.6 189 Btuh 3 Insulated-Exter 17.8 10.6 189 Btuh 4 Insulated-Mac 27.5 1016 292 Btuh DRor Total 53.1 883 Stuh Callings Type/Color R-Value Area HTM Load 1 Under AttWDark 30.0 1814.0 1.5 264a Stuh 2 Under AtWE)ark 18.0 90.0 2.3 203 Btuh gelling To I 1904.0 2852 Btuh Floom Type R Value Size HTM Load 1 Slab-On-Grade Edge Insulation 0,0 221.0 R(p) 0.0 0 etuh Floor 12tal 221.0 0 Stuh Inflitration Type ACH Volume CFM= Load Natural 0,35 14320 83,7 1749 Btuh Mechenical 60 1254 Btuh Infiltration 7 144 3003 Btuh Internal Occupants Stuh/occupant Appliance Load main 4 X 300 + 2100 3300 Btuh EnergyGauge® FLR3PA 203 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Class 3 Rating 1834M790 Registration No. 0 Climate: North 1/8/2002 Subtotal 25780 Stuh Duct galn(using duct multiplier of 0.10) 2578 Btuh Total sensible gain 28357 Btuh Totals for Cooling Latent Infiltration gain(for 49 gr.humidity difference) 4788 Btuh Latent occupant gain(4 people @ 230 Btuh per person) 920 Btuh Latent other gain 0 Stuh TOTAL GAIN 34066 Stuh Key: Window types(8C-Shading coefficient of glass as SC numerical value or as clear or tint) (U-Window U Value or'OEF for default) (InSh-interior shading device.none(N),6linds/Daperies(B)or Roller Shodes(R)) (ExSh-Exterior shading device:none(N)or numerical value) (Omt-compose orientation) FnergyGougeO FLR3PA 203 Residential System Sizing Calculation Summary Project Title: Class 3 Rating 1634/1790 Registration No. 0 Climate: North 1/8/2002 Location for weather date: Jacksonville -Defaults: Latitude(30) Temp Range(M) Humidi date: Interior RH 50% Outdoor wet bulb 77F Humidi difference 4y r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heatina load calculation 39222 9tuh Total coolie load calculation 34066 Stuh Submitted heating capacity 42000 BtuhSubmitted cooling capacity 42000 Btuh Submitted as 0/9 of calculated 107 % Submitted as%of calculated 123.3 % WINTER CALCULATIONS Winter Heating Load for 1790 soft) Load comDonent Load Window total 235 sgft 6486 Stub Wall total 1557 sgft 13916 Btuh Uoor total 63 agft 1101 Stuh Ceiling total 1904 sgft 2538 Stub Doo�(3x, Floor total 221 ft 6807 Btuh Infiltration 156 cfm 6506 Stub rbors(17%) Subtotal 37355 Stub Duct loss 1866 Stuh TOTAL HEAT LOS$ 39222 Btuh SUMMER CALCULATIONS Summer Coolie Load for 1790 soft) Load com onent Load Window total 235 sqft 9981 Btuh U*#"reerr A^) Wall total 1557 sgft 5760 Stuh �..,.►„„.t,.%, Door total 83 sgft 883 Stuh Ceiling total 1904 sgft 2852 Btuh Floor total 0 Btuh W 0107' Infiltration 144 cfm 3003 Btuh Internal gain 3300 Btuh Subtotal(sensible) 25780 Stuh Duct gain 2578 Stub nrb.(^) !I Total sensible gain 28357 Btuh DOWS(37) vv~7%) Latent gain(infiltration) 4788 Stub Latent gain(intemal) 920 Stuh Th*sizing motmod used was en 'ylnaugee System Sizing. Total latent gain '3708 Stuh PREPARED BY: �'') TOTAL HEAT GAIN 34066 Stuh I DATE: - 4/ —a� --C) L Enei+gyGaupe® FLR3PA 203 ^^n l l OWNER:Wolfgang Lot 7 Paradise Cove SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 1/7/2002 CONSTRUCTION JOB ADDRESS: Lot 7 613 Paradise Court Atlantic Beach, FL 32233 All Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable—"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: 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 Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: NIA 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 R-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 • 3acksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 1 OWNERMolfgang Lot 7 Paradise Cove 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A Finish &Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: 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 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:Wolfgang Lot 7 Paradise Cove 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 1 st 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" N/A Top&Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers,Windows& Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach - FL - 32250 CRC-022365 904 246-3747 - Fax 904 246-7126 Page 3 OWNER:Wolfgang Lot 7 Paradise Cove 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: U 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:Wolfgang Lot 7 Paradise Cove 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:Wolfgang Lot 7 Paradise Cove 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:Wolfgang Lot 7 Paradise Cove 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER 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 OWNERMolfgang Lot 7 Paradise Cove 11. CABINETS, VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE WOR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Bath#2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICKISTONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICKISTONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: NIA 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:Wolfgang Lot 7 Paradise Cove 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: NIA 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:Wolfgang Lot 7 Paradise Cove 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: N/A Gas Supply-Public: NIA 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 %z" House to Kitchen Sink CPVC SCD40 Glue 3/"TO 1/2" House to Refrigerator CPVC SCD40 Glue 3/"TO %z" 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:Wolfgang Lot 7 Paradise Cove 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:Wolfgang Lot 7 Paradise Cove 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 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 OWNERMolfgang Lot 7 Paradise Cove 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:Wolfgang Lot 7 Paradise Cove 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 If BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 14 OWNER:Wolfgang Lot 7 Paradise Cove 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:Wolfgang Lot 7 Paradise Cove 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 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:Wolfgang Lot 7 Paradise Cove 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 T-0"AFF Bath#2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners'Choice Other: 19.SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name&Model: Pre-wire ONLY Attic Fan Brand Name & Model: N/A Skylight Brand Name&Model: N/A 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 PC 1555 Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 OWNERMolfgang Lot 7 Paradise Cove 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