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Permit 620 Paradise Ct (vault) , 44 . * �` , CITY OF ATLANTIC BEACH , 800 SEMINOLE ROAD 7!) " X ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 14-4 rirt1 9 r' Application Number 08- 00001070 Date 10/13/08 Property Address 620 PARADISE CT Application type description PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Application desc replace shower and shower valve Owner Contractor DAVID GRAY PLUMBING INC. 8850 CORPORATE SQUARE CT. JACKSONVILLE FL 32216 (904) 744 -7255 Permit PLUMBING PERMIT Additional desc . REPLACE SHWER / SHOWER VALVE Permit Fee . . . 49.00 Plan Check Fee . . .00 Issue Date . . . Valuation . . . . 0 Expiration Date . 4/11/09 Fee summary Charged Paid Credited Due Permit Fee Total 49.00 49.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 49.00 49.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION --01119X Date: ( I f ICE) Property Address: (2o A ,��� er Owner: MAL( CIZI ST Telephone #: Contractor: Das id Gray Plumbing, Inc. 72 53 8850 Corporate Telephone #: 7� � Square Court Contractor Address: Jiacksorwille Florida 32216 _ Fax #: 7Z3 -5 U Contractor Signature: 1 • CFC 022586 In consideration of permit given for doing the work as described in the above statement, we hereby 440 0 perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: ❑/ Pipe Number of Fixtures: Bath Tubs Showers Closets / Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water He tern Sprinkler System ✓ pie �t { Fees WI Permit Issuing Fee: $35.00 Total Fixtures: X $7.00 + $35.00 4Cf 4a 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247 -5800. Fax: (904) 247 -5845. http:/f vEnnrw.ci_atlaeatic- beach.ft.us Revised 1/04 /l' (MJ? f Cj1l / • x,;'_.. rs• :� , CITY OF ATLANTIC BEACH PLUMBING PETIT APPLICATION • s Date: / Property Address: � dili2 A,�I Owner. 1 ' t Al 0 C � Telephone #: / J - J i Contractor: Pavia Gray Plumbing, Inc. Telephone #: 7 7Z5 36513 Corporate Square Court Contractor Address: Jacksrnvi4, Florida 32216 Fax n: 7,7-3--5 62 Contractor Signature: Dtu.- -) CFC 0225S6 In consideration of permit given for doing the work as described in the above statement, we hereby ag accordance with the attached plans and specifications which are a part hereof and in accordance with the City perform � said n r B ordicance and standards ofgood practice Listed therein. Installation of plurcbin, and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: II construction is being one on this building or silt, ❑ New list the building permit number: Dv ✓ -Pipe �ctAJ-►� Number of Fixtures: Bath Tubs Showers Closets / Shower Pans ' Dishwasiers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water • Sewer Water H ters Sprinkler System ✓ Other 1 t r ‹. tL ' `.• ` i-f hu e - �E , . ti Llif Fees Permit Issuing Fee: $35,00 Total Fixtures: v X 57.00 + S35.00 = 7 l GD . i 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800. Fax: (904) 247 -5845. http :llwww.ci.atlantic- beach.fi.us Revised 1/04 itt A OA". If I ' d 8999 Ca X06 ON18Wfl1d . OIAYO 8 617:60 90 60 100 JOB ADDRESS c I) arrt c / Lb E WORK 4./e4-0 PROPERTY OWNER I • ` ' . TELEPHONE � I 4 P • 37 CONTRACTOR TFI. 'PHONE • PERMIT NUMBER c I c9, b C DATE kq - , ° INSPECTIONS: FOOTING 1 3\-e) I SLAB 17E BEAM LINTEL NAILING/SHEATHING FRAMING/COVER UP INSULATION FINAL BUILDING 3 0 CERTIFICATE OF OCCUPANCY 3 ELECTRICAL PERMali INSPECTIONS ROUGH FINAL MECHANICAL PERMITS ( r \ ' 3\ INSPECTIONS ROUGH FINAL Li 131 PLUMBING PERM c)1 1-1 QtQ Z- s--" Vk c l �L LuziAgion INSPECTIONS ROUGH/UNDER SLAB 2" U t TOPOUT WATER/SEWER FINAL NOTES• (1e. g �!,/,'t;- �r • • c 9lSS MK,N -zg L'ofo ci/ Old - ) 1a \ a � bol CITY OF � / / /� y4tlwlcu'c Beach-4 • , ' ?/5 Office of Building Official - (L �� l/ �Ti / REQUEST FOR INSPE 10.1 Date 7`� ,�(,/O 1 t 9^" 0 ( Pe itV ( C 7 �j`f ` Time C : 37 Received 25 £Q ;c �,4rc-CC / -fr _- 013-2,41e_d qc Job Ad• . s , ( Lo, ality I Owner's :e I. ' • ctor , 04 , a Name __ . CONCRETE C ELECTRI A' 41"°--11 Framing ❑ Footing ❑"- g ring ❑ - • • • ❑ . it on.. • ■ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ PrFire Fab Place ❑ READY FOR INSPECTION A.M. Mon. ues. Wed. 0 A/ Friday PM. IP Inspection Made _ P.M. Final Inspection ❑ Inspector ���'� ii Certificate of Occupancy ❑ 5 71 . Date S u _— . .ANr Off ��� Ite:....A—A V 6 F tOWO * NOTICE OF ADDITIONS or CORRECTIONS DO NOT REMOVE OATS JOB ADDRESS r� - }'� 620 pa rA�,'se C� 5-2_0( v THIS JOB HAS NOT BEEN COMPLETED The tollowing additions or corrections shall be made before the job will be accepted allffinalrAIMMINTM111115ff, -4 i n of j a Pr rocc•l' ADf C, t :,• av4 ,a ' K7CG(el e J d' 4 ♦ e :41.. . . c E eh. $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder oo the other persons, to cover or cause to be covered, any part with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been MM. call 247 -5826, Building Depart ment for an inspection. Field Inspectors _ are in the office from 8:00 a.m. to 5:00 BL itil.aAile- DG p.m. Monday through Friday. CITY OF 4 , .10" / Official ( of guildin9 b Office REQUEST FOR IN aw p d lJ n A.M - 052);Z__.) D ate � v � ,/I �� 114:2-52— ality Time Received n R lJ< MECHp�N1CAl job A` , - Contractor Ale Con. " RICAN- 000 H ❑ - .u. place Owner's CONCRETE ou9�'inn9 Top Out pre Fab Na CO ❑ Temp Pole ❑, Se A.M pINC+ ❑ Footing ❑ F inal P.M. oo ❑ READY FpR �NSpECf�ON Friday �� Slab ❑ Re Roofing ❑ lintel Thurs. Insulatio ed. A.M. Tues. PM action ❑ FinallnsP aho G Nlon. Certificate of OccuP Inspection Made pate Inspecto - L.1 -7,`l W' y c � t'/ 54 i c ir v oF F -,0 6e CovBrc� z , q h is / ,ems _ 02 Go ✓ems_ a/, Office of Build. / REQUEST F OR INSP ECTION Date (----/ / Time — Received Permit No. _ [ i Job Addr t 1 • . Owner's / Name `, alit�?'�`CJd = UILDING '' CONCR or � — am7rig - ICA V ❑ Footing ❑ _ .. ing ❑ Slab R ough Wirin G & Insulation 'o ❑ Lintel ❑ Temp Pole Air Cond. E/ Temp ToP Out ❑ & r on. i El Sewer ❑ Heating ❑ // REA FOR INS PECTION ❑ Fire Place ❑ Mon. Pre Fab IQ.M Tues. ) Wed. _P� Inspection Made Thurs. A M F Inspector A.M. r Final Insp ection ❑ 6 ���� Certificate of Occu p an c y ❑ Date —43 — i �---_ • • ' h/ l� , l ''• A'4 e ((I I / I , AD 1 o . , i - • i ro , r _e. /'. / . A . ' .-• I o C G4 a kfl'/' 6 $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder ofr the other persons, to cover or cause to be covered, any work with flooring, lath, earth or other material, until the proper installation. inspector has had ample time to approve the After additions or corrections ding have been made, call 247 -58 ectors ment for an inspection. Field Insp a.m. to 5:00�� are . the office roug8:00 iay. or , p.m Monday throng nn11��� �tt,,c / CITY OF 1104444 Office of Building Official REQUEST FOR INSPECTION Date A " / 6 -U / 0 / Permit No. Time A.M. ti Received P.M. 6..o - Lc e,dj Job Address J e:_ Locality �f �__. Owner's < G_ , e Contractor .CJ �'�-/ ___4pz Name BUILDING C CONCRETr"j ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out El Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ PrFire Fab Place ❑ READY FOR INSPECTION Mon. Tues. / Wed. Thurs. Friday P.M. � ' Inspection Made -�1� AO' � �' Final Inspection ❑ Inspector / /� Certificate of Occupancy ❑ 2 Date --/6 rD / D l " )'- td CITY OF l.. J S L C) s-3 ,414,c Bawls- 4loaida Office of Building Official REQUEST FOR INSPECTION Date_ 62 0 I Permit No. a_ I aD(ko Time (9,03 A.M. Received P .M. ___g�� pi dost, L Job Address Locality � Owner's Contractor �. --, ' ( ' Name BUILDIN re i CONCRETE ELECTRICAL PLUMBING MECHANICAL Frar T In9 ❑ Footing ❑ Rough Wiring ❑ Rough E. Air Cond. & ❑ Temp Pole ❑ Top Out ❑ Heating In Roofing p Lint ❑ Sewer ❑ Fire Place Li Insulation /Sa Lintel El Final Pre Fab READY FOR INSPECTION 4-- Mon. Te Wed. Thurs. Friday � / A M. Inspection Made _ r' % S / �-� I nspector G' ��_.... Final Inspection ❑ Certificate of Occupancy ❑ Date 3 _ 23 01 //�� / CITY OF _ ,� lY� /3�- 4?Io i d Office of Building Official REQUEST FOR INSPECTION 3 Date ?' ©/ Permit No. 2 / ;06 Time ? . Received /� � � /2 D B cl'a i5e C1 Job Address Locality Owner's Name geSGoh Contractor 2G Co"? BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough CJ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulatio ❑ Lintel ❑ Final ❑ Sewer [1 Pre Fab Place ❑ • READY FOR INSPECTION Mon. ues. Wed. Thurs. -. 'ii: v J 4 A.M. Inspection Made -.Ms 4251. 11. Final Inspection ❑ Inspector "► Certificate of Occupancy ❑ Date 3 -.0 f ( )V(:) CITY OF - 4I�O�rs "" Q / r Official � � of Building Official N REQUES FOR INS aackp_____________ Permit No Date . . _ Time Locality Ck Received y MECHA ■ Job Address ❑ II Contracto 1, ELECTRICAL ❑ Air Cond. & Owner's k . ❑ •, . ❑ Heating ❑ Name CONCRE Rough Wiring ❑ Top Out Fire Place ❑ Pole Sewer Pre Fab BUILDING Footing ❑ Temp Slab ❑ Final P.M. A.M. Framing ❑ S INSPECTI R Rooting ❑ Lintel Y FOR INgPE Friday — Insulation READ Thurs. Wed. `- fir Mk dp Inspection ❑ Mon. tom` Final Insp ccup�ncY a o =� , Lt� Certificate of c p � Inspection Made 1 /'' -- /.� - / j Date Inspector FILE: NOC LEGAL DESCR PTION Lot 13, PARADISE COVE, according to plat thereof recorded in Plat Book 53, pages 82 and 82A, of the current public Records of Duval County, Florida. Book 9961 Page 2429 Form Software by Automated Neal Estate Sewlees, Inc. 14004384 NM 140C •d LLLI aN ' 'N001S39 WVEl :ll HOC �L aey CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING • t 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -5877 PLUMBING PERMIT L _ _PERMIT INFORMATION __ _..� LOCATION INFORMATION _ ' Permit Number: 21832 Address: 620 PARADISE COURT Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: IRRIGATION /DRAINAGE Township: Range: Book: Proposed Use: TOWNHOUSE Lot(s): Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: OWNER-INFORMATION Date Issued: 4/25/2001 Name: DANE SMITH Total Fees: 10.00 Address: 620 PARADISE COURT Amount Paid: 10.00 ATLANTIC BEACH, FL 32233 Date Paid: 4 I -__ P� one: (000)000 -0000 Work Desc: WELL '' CO NTRACTOR(SI = : _' A. LIGATION FEES 1 L. N. WILLIAMS I; RIMIIT '. '''' 10.00 H ` , - �' _c+iP 2" ± lam.. " '" '* "` 8 ' ' r -. -,_ , ' i ..C 'F` , 'X y ;, I v y .t' , x" „,,,;-, , t X N., - . t z'� � .;ti t S. yE' ., .. , e $'- � = m 1 NOTICE - INSPECTIONS ; - % ' , . T BE REQUESTED AT LEAST 24 HOURS `IOR TO SPECTION BUILDING MATERIAL, `- BBISH AI.- s EBRIS FROMTHIS•WORK M ” ` NOT BE P - CED IN PUBLIC SPACE, AND MUST BE CARED *,HAULED AWAY BY R:.CONTRAOR OR OWNER "FAILURE TO COMPLY WITH fHE •.• NS7RUCTION L(E L E N �V � Al�f�`ESULT IN THE PROPERTY OWNER PAYING FbR: 3 , I RO ENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. L ,, , 1 , ...-- \ i / ida $10.00 14 ATLANTIC B EACH BUILDING DEPT. Date: 4/25/01 01 Receipt: 0052686 CASH 1313111131303-221060 ILE $10.n0 APPLICATION FOR WELL PERP IT CITY OF ATLANTIC BEACH PROPERTY INNER Name: ya772 Day Phone .5 7 (►,/ Address c Cl�f 4(1f Zip3y • APPLICANT, IF OTHER THAN OWNER Name : f^ (` - ( `� 'Gi'A- 5 Day Phone 2 / 4'5 Address: /. 4 3 . 6Y< �l� i / L c ZiP.3 JOB Address or Location: " j - C- ) C /S - Q Legal Description: • Is well to be used for drinking purposes? /90 Any person, individual, corporation or other entity receiving a permit as provided in Section 22 -40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, must first obtain a bacteriological test report from the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building department. Department Notes: I agree to comply with regulations stated herein: /G Date • • • CITY OF ATLANTIC F BU DING DEPARTMENT 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247 -5826 - FAX: 247-5877 ATION LQ ATIQN INF _ PERMIT INFORMATION Address: 620 Plaza Permit Number: 21522 Atlantric Beach , Class ok: Pe s o f Type: ADf Work: ADDITTION T ownship: Range: Section: s oDIION Lot(s): Block' Proposed Use: SINGLE FAMILY Lot(s): Square Feet: Parcel Number: Est. Value: OWNER INFORMATION Date I I Cost: 2 /28/2001 Name: Thomas M. Wallace Date Issued: 25.00 Address: 620 Plaza Total Fees: 2 5 00 Atlantic Beach, Fl 32233 Am Paid: Phone: 000)000 -00 Date Paid: 2/27/2001_ — -- — _ - _ — __ APPLICATION FEES Work Dena: Drivewa Extension ___._ CONTRACTOR S _ 25.00 -- PERMIT -- PROPERTY OWNER Ins • - 'ons Re • uired NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW C MENTAN R IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IM PERMIT AND SUBJECT TO REVOCATION ISSUED ACCORDING PP CABLE PROVISIONS I F LAW. PART OF THIS FOR VIOLATION O -.------' 1 A--- (25.88 14 Date: 3/85/ 81 keceipt: 8838758 _ A NTIC BEACH BUILDING D = '{ 41 CASH b\6 CITY OF ATLANTIC BEACH CONSTRUCTED 'r ':i' • 'WITHIN CITYQ. •S 'S d DATE / /vJ 6 2001P" IT NO. \� FEB L[l U I55U((((DD BY THE 6 • 1 • ' JOB ADDRESS ) c f /eJ Z �4 BY VALtATION $ 1 r "L. MAI • �/ '� n'n X 4 1 � A �r City of Atlantic each PERMITTEE FERMI I ItE ADDRESS TELEPHCSItiL F all-7 you c-. 6, (L. - 79S'? REQUESTING PERMISSION FROM THE CITY OF ATLANTIC BEACH TO CONSTRUCT '07.2( llC 5)1"'N • LOCATIONS: (REFERENCE TO CROSS STREET) 5' t Ste/ �C S 7 7 \ \�V\ . APPLICANT DECLARES THAT PRIOR TO FILING THIS APPUCATION HE HAS ASCERTAINED THE LOCATION OF ALL EXISTING UTIUTIES, BOTH AERIAL AND UNDERGROUND AND THE ACCURATE LOCATIONS ARE SHOWN ON THE SKETCHES. A LETTER OF NOTIFICATION WAS MAILED TO THE FOLLOWING UTIUTIES /MUNICIPAUTIES: JACKSONVILLE ELECTRIC AUTHORITY YES ( ) No ( 1.4"--DATE: 17ef BELL SOUTH TELEPHONE COMPANY YES ( ) NO ( DATE: O 1.1 e j 4 - YJ FERRELL GAS YES ( ) No ( '-1 DATE: /1.>o >✓ MEDIA ONE CABLE TV YES ( ) No (' 1 DATE: _ simdi h arac 2. WHENEVER NECESSARY FOR THE CONSTRUCTION, REPAIR, IMPROVEMENT, MAINTENANCE, SAFE AND EFFICIFN OPERATION, ALTERATION OR RELOCATION OF ALL, OR ANY PORTION OF SAID STREET OR EASEMENT AS DETERMINED BY THE DIRECTOR OF PUBLIC WORKS, ANY OR ALL OF SAID POLES, WIRES, PIPES, CABLES OR OTHER FACIUTIES AND APPURTENANCES AUTHORIZED HEREUNDER, SHALL BE IMMEDIATELY REMOVED FROM SAID STREET OR EASEMENT OR RESET OR RELOCATED HEREON AS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS, AND AT THE EXPENSE OF THE PERMITTEE UNLESS REIMBURSEMENT IS AUTHORIZED. 3. ALL WORK SHALL MEET CITY OF ATLANTIC BEACH OR FLORIDA DEPARTMENT OF TRANSPIRATION STANDARDS AND BE PERFORMED UNDER THE SUPERVISION OF (CONTRACTOR'S PROJECT SUPERINTENDENT) LOCATED AT TELEPHONE No. 4. ALL MATERIALS AND EQUIPMENT SHALL BE SUBJECT TO INSPECTION BY THE DIRECTOR OF PUBLIC WORKS OR HIS DESIGNEE. 5. Au_ CITY PROPERTY SHALL BE RESTORED TO ITS ORIGINAL CONDITION AS FAR AS PRACTICAL, IN KEEPING WITH CITY SPECIFICATIONS AND THE MANNER SATISFACTORY TO THE CITY. 6. A SKETCH OR PLANS COVERING DETAILS OF THIS INSTALLATION SHALL BE MADE A PART OF THIS PERMIT. 7. THIS PERMITTEE SHALL COMMENCE ACTUAL CONSTRUCTION IN GOOD FAITH WITHIN 2> v DAYS FROM THE DAY OF SAID PERMIT APPROVAL AND SHALL BE COMPLETED WITHIN '--- DAYS. IF THE BEGINNING DATE 15 MORE THAN 60 DAYS FROM DATE OF PERMIT APPROVAL, THEN PERMITTEE MUST REVIEW THE PERMIT WITH THE DIRECTOR OF PUBLIC WORKS TO MAKE SURE NO CHANGES HAVE OCCURRED IN THE AREA THAT WOULD AFFECT THE PERMITTED CONSTRUCTION. 8. IT I5 UNDERSTOOD AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SET OUT ARE GRANTED ONLY TO THE EXTENT OF THE CITY'S RIGHT, TITLE AND INTEREST IN THE LAND TO BE ENTERED UPON AND USED BY THE HOLDER, AND THE HOLDER WILL, AT ALL. TIMES, ASSUME ALL. RISK OF AND INDEMNIFY, DEFEND, AND SAVE HARMLESS THE CITY OF ATLANTIC BEACH FROM AND AGAINST ANY AND ALL. LOSS, DAMAGE, AND COST OF EXPENSES ARISING IN ANY MANNER OF THE EXERCISE OR ATTEMPTED EXERCISES BY THE HOLDER OF THE AFORESAID RIGHTS AND PRIVILEGES. 9. THE DIRECTOR OF PUBLIC WORKS SHALL BE NOTIFIED TWENTY - FOUR (24) HOURS PRIOR TO STARTING WORD AND AGAIN IMMEDIATELY UPON COMPLETION. \ 9� SUBMITTED BY. b L (PLACE CORPORATE SEAL IF APPUCABLE) A/ ' SWORN TO AND SUBSCRIBED BEFORE ME THIS v . • •;>„ ' - 0, • ' ' ` "a' a!• �/ NOTARY ' BONDED THRU TROY FAIN INSURANCE, INC ow - 141 .. ..._..,....................... .............._ . ., MAP! SHOWING BOUNDARY SURVE ..-... .- (..) I t . 1,0 1, BLOCK 7, "ROY AL P A 1.,IIS UNIT •TWO" . • , . .. ACCORDING To HAP THEREOF RECORDED Ili PI, AT 'WOK 30, PAGES 96A 0I THE CDR.0 ENT PUBLIC RECORDS OE DUVAL cOUNTY , FLORIDA, • . • . S WM F.C'I"PO COV A NTS , RESTRICTIONS AND EASEHENTS OF RECORD . cERTI. El, ED Ti.): E Do A R D 1'. & ENV A C. CONN ER S , CONT I N ENT A I, TITI,,,, . S ER VICES , INC. AS ACENT 1011 CHICAGO TITLE COMPANY AHD 1 sT rriamotAlicr, BANK _, . . . . . . . • , . . , • 1/ , pc . c.f.) / • (.._. z . 2 - .. • l4 je 7 ,c ........ e.„ ,... -- ) —1 (ero •". • , • .: . • . • : - . --- -:: . --•%:::. , :e ' Y••", 7- ; -• : . : . " ---- :-...'. -5 ell-- •-, • • ( -------- \-•N\ ,. ,, .A./ ,5 vti .1,1.. ! ,y 9 • . . \.Q . • 0r !'-: - • , - , - ,1 „,Z, - ;.... --- ::::=_ - ___• -- :.... - .:. - .: - ________......1 ' •• ..' ;.• ? I k)•,! •,..•,..-•.!' •I `.- f " ''': • . -, ,'•:, ). „,, '))• ...s .. /.,) q ,. /4 ./ . .: . ' • • V c) - • .R. ' 0, \ • .' • -c.v.". f . -•~ :T- ---- '. . C •"( d e ,', '' et •0•--4.-••• ' ' .. 114' ...' .' 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CRityEofCAtailn: Zoning . . • . 1 : k' • 0 7-* • , K 2:1 I 7 7 anI ticVBEeach.... . . , Eitall:In • . • . • • ' . . . , ...............___ CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247 -5826 - Fax: 247 -5877 ELECTRICAL PERMIT PERMIT INFORMATION , _T _ LOCATION INFORMATION Permit Number: 21565 Address: - 604" PARADISE COURT Permit Type: ELECTRICAL G' . v ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): 21 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 3/06/2001 Name: BESTCON INC. Total Fees: 50.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 50.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 3/06/2001 Phone: (904)246 -3747 Work Desc: New Service Cond. 4/0 Amps 200 Alum /Switch 200 /1 PH 3 W/ 240 Volt 3" CONTRACTOR(S) APPLICATION FEES BESTCON, INC. PERMIT 50.00 " - A-LIA- ?-e-0 Inspections Required ROUGH ELECTRIC FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i �', > L F , $58.08 14 ti e c i 9 3 32 /7 1 : ' TLANTIC BEACH BUILDIN 9 E "T. } 81 Receipt: 883`�22b8b h CITY OF ATLANTIC BEACH, FLORIDA r--- Approved by APPLICATION FOR ELECTRICAL PERMIT e TO THE CHIEF ELECTRICAL INSPECTOR: DATE:, if1/44:90 / alt! _. IMPORTANT NOTICE: q!a O 4, IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME ia-41k/771 ADDRESS: 4120 /CpaCdde -tic 471-. RFD BOX BLDG. SIZE BETWEEN: / RES. 1 ) APT. 1 1 COMM. ( 1 PUBLIC ( 1 INDUS. ( 1 NEW WI" OLD ( 1 HEW. ( I ADDITION 1 1 TRAILER 1 1 TEMP. ( 1 SIGNS 1 1 — _ SQ. FT. SERVICE: NEW ( 1 INCREASE ( 1 REPAIR 1 1 FEE CbNbUDTOR SIZE We AMPS COPPER 1 1 ALUM. (1 SWITCH OR BREAKER ca/a AMPS / PH 3 W orADVOLT „ ., " RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN _ TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS, 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT & M. V. • PIXED 0.100 AMPS. OVER APPLIANCES } j f BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP. MOTOR OTHER MOTORS AMPS CEIL HEAT: KW -HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO. NEON TRANSF. NO. VA. 141A. MOTOR SIZE I SWITCH FLASHER EACH SIGN J- F!IRWARDED ' FEES CITY OF ATLANTIC BEACH CO e l °13 C� APPLICATION FOR PLUMBING PERMIT U 1 tom JOB LOCATION : 6 _C rat I CT OWNER OF PROPERTY: 4)el BUILDING CONTRACTOR: Pc() 1 fl r) / s PLUMBING CONTRACTOR DON HARRIS PPUMFi i( ('^ AND ADDRESS: P. O. BOX 14563 TELEPHONE NUMBER: (904) 772 -0900 C F C-0 1 9 19 4 STATE LICENSE NO: r 4 0 9 TYPE OF BUILDING: ZGff / ,,/ TYPE OF WORK: /4'o / /GZ1�'t. /df / HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS / DISHWASHERS URINALS / DISPOSALS �[ CLOSETS r WASHING MACHINE FLOOR DRAINS 1 SHOWER PANS OTHER/104311112.c'- TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ (c7/.5e) D-0 INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247 -5826 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: 21406 Address: 620 PARADISE COURT Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): 13 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: mprov. Cost: OWNER INFORMATION Date Issued: 2/05/2001 Name: BESTCON INC. Total Fees: 60.50 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 60.50 JACKSONVILLE BEACH, FL 32250 Date Paid: 2/05 /2001 Phone: (904)246 -3747 Work Desc: INSTALL PLUMBING IN NEW HOME CONTRACTORS 44. JON FEES DON HARRIS PLUMBING PERMIT 60.50 Inspections Required UNDER SLAB PLUMBING SEWER/WATER TOPOU FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. / • l� f $68.58 14 A NTIC EA CH BUILDING DEPT. Date: 2/86/81 81 Receipt: 8831944 CHECKS 34451 //// // CITY OF 4Ila /3eadt-1 Office of Building icial REQUEST FOR SPECTION Date 7 C / Permit No. - / 4 me Received — Received 45z,R./i l / /mil (� ° .F �c a (.. `;1 Job Address / � cality Owner's , �J /.7, / ` h Name .fc�- Contractor O v ' l s� `` 7 BUILDING ONCRETE ELECTRICAL PLUMBING �MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ sting Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Flace ❑ READY FOR INSPECTION A.M. • Mon. Tue� ed. Thurs. Friday Inspection Made –���. al p ��x`�nal Inspection ❑ Inspector , / �" Certificate of Occupancy Z an ❑ Date — `� ^ 0 / 2:3EUd St 8S- Lk2:0I Wd6T :20 031 TO03- t'2 -Nt if TI I ?S INSTRUMENT PREPARED BY; Deborah W. Taylor, Esq. Blankenship Law Firm, P.A. 1300 Marsh Landing Parkway, Suite 108 Jacksonville Beach, Florida 32250 RECORD AND RETURN TO: Blankenship Law Firm, P.A. 1300 Marsh Landing Parkway, Suite 108 Jacksonville Beach, Florida 32250 �N NCE - PERMI T NO. a co if TZCE TAX OF FOLIO COMME NO. i �� � OC? () b + . The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13, Florida Statutes, the following information is provided in this Notice of Commencement. This Notice shall be void and of no force and effect if construction is not commenced within ninety (90) days after recordation. 1. Description of the property: See Attached Legal Description 2. General description of the improvement: Single Family Residence 3. The owner. Bestcon, Inc., a valid Florida corporation Address: 2440 South Beach Parkway, Jacksonville Beach, FL 32250 Phone: 246 -3747 Fax: Owner's interest in site of the improvement: Fee Simple 4. Fee Simple Title 1- folder (if other than Owner): 5. Contractor Same as Owner 6. Surety if any): None 7. Lender: AmSouth Bank Address: 9424 Baytueadows Road, Suite 100, Jacksonville, FL 32256 • Phone: 281 -7610 Fax: 281 -7647 8. Name and address of person within the State of Florida designated by the owner as person upon whom notices or other documents may be served as provided by Florida Statute Section 713.13(1)(ax7): 9. The owner has designated the following person, in addition to himself, to receive a copy of the lienor's notice as provided in Section 713.13(1Xb) of the Florida Statutes: Name: AmSouth Bank Address: 9424 Baymeadows Road, Suite 100, Jacksonville, FL 32256 Phone: 281 -7610 Fax: 281 -7647 10. Expiration date of Notice of Commencement; (the expiration date is one (1) year from the date of recording unless a different date is specified): The recording of this Notice of Commencement does not constitute a lien, cloud or encumbrance on the described real property, but gives constructive notice that claims of lien may be filed under Chapter 713 of the Florida Statutes. BESCO.1N,.r By aul W. Nichols, its President STATE OF FLORIDA COUNTY OF DUVAL The foregoing instrument was acknowledged before me this of c . 2001. by Paul W. Nichols, President, Besieon, Inc., a valid Florida corporatiis►, on behalf of the corporation. He is personally known to me. yi Zt.../4/---?;90_,,y) Notary Public (SEAL) TDEYfOl1OAN8 Commission No.: (/ Ay puguo. mil OF FtOMDA My coatmission expires: All evoiufR ACC. 5. == ir a woos- unE • JVV Sit8 - 2:V1 Wd6M•LV '031 Y 3 -V2 -N l rILE:1'VVL L LEA 13ESCR1PTION Lot 13, P CADISSE COVE, according to plat thereof recorded in Piat Book SJ, pages 82 and 82A, of the public current pu c Records of Duval County, Florida. . Farm Software by RGtomated Real Estate Services, ins. 1 «$00.336 -1280 urf^ ,,�I.ANl / t t _A -- _ ll o R10P NOTICE OF ADDITIONS or CORRECTIONS DO NOT REMOVE JOB AOORESSr.% DATE ,% �/ 6)0 r se , / -2 ? - Of THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Si- r n -, 00 Ca,' Q h l' . u. r 'r 5 X $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBING made, call 247 -5826, Building Depart- ment for an inspection. Field Inspectors are in the office from 8:00 a.m. to 5:00 BLOC p.m. Monday through Friday. � Ar l t)( 4/40,4 � I TY OF Office of P �— Building Official Date / / REQUEST FOR 'NSPECT 'O Tim (� - Received N A.M. �� Permit No. Job ' _ Ow y , res _ O wner's Nam _ j�� 1 ��i / �� BU ILDING e 4- � � J � � ocah y -- - _i_ Fram�n9 CONCRET Co ntr a cto Re Rootin ❑ f', ' In sulatio n ❑ •• / i L7 Lintel ELECTRICAL UMBING • Lintel ❑ ough Wiring 0 ❑ Temp Pole ❑ Top Out ❑ MECH ANICAL ❑ Air Cond. Tues. READY FOR INSPECTION S ewer Heating & ❑ In spection Spect ` • Fire Pla blade wed. Pre Fab In spector I UMW Thurs. /� A.M. Friday P.M. Final Inspection ❑ Certific ate o f OcOUPancY Ci date 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: 21561 Address: ATLANTIC R A IS E COURT FL 32233 Permit Type: MECHANICAL Township: Range: Book: Class of Work: NEW Logs): 13 Block: Section: Proposed Use: SINGLE FAMILY Subdivision: PARADISE COVE Sg st. Est. Value: Parcel Number: OWNER INFORMATION i E Improv. Cost: Name: BESTCON INC. To Date e: 3/05/2001 Address: 2440 SOUTH BEACH PARKWAY Total l Fees: 9 00 49.00 JACKSONVILLE BEACH, FL 32250 Amount Paid: Date Paid: 3/05/2001 Phone: 904 246 -3747 Work Desc: Install HVAC CONTRACTOR S AppUCATtON FEES MCGOWAN'S HEATING & AIR COND. PERMIT 49.00 Inspections Required ROUGH MECHANICAL FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WO MUST NOT B E PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY "FAILURE TO COMPLY WITH THE CONSTRUCTION IMPROVEMENTS EN LAW CAN ' ESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING ISSUED ACCORDING TO APPROVED PLANS WHICH I �ARRE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS C (-1 f49.88 14 c , 948 A N'IC BEACH BUILDIN ,.•EPT. Date. 3/85/81 81 Receipt: 8838 _ CASH 88188883221888 02/26/1994 01:06 9042780366 MCGOWAN'S HVAC PAGE 03 6/- Jv BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC APPLICATION FOR M ECHANICAL PERMIT CAVAN NUNeER i', I IMPORTANT Applitent to c• plate ell items in sections I. II, 111, and 1 . ) • r' • dLl _ ' atii LOCATION Nr "t AIIr A * u 1 Or I.taNesNm seam. hl...n � /�� A.I WIL41N6 s.4df.1tle.W 1 r ivet t..�Yf- 11. IDENTIFICATION — To be completed by all applicants . — 1. se..:ds d.. of p.11.11 v v.,. for dolor? I$. wo gaa d.Ic! b.d in 11.. obo.. Perrot.. r. *.,.by .Q••• 1, °.dome ,. .o.l :..eeo.d.•.. .IN ON 04014 *at .nd .p. .v • p.•1 A. ao( end :n ato.dont..d I.. Cily OI Jec1/w.i e.dinenc....d .tend.rd. ./ geed ...Wis. Wed INININ, 61....$ U•.►..h.1 cGOwan a Neatina & Air- Muti� tO" CACO -18970 Cu.N.4.. 040) Cond . Inc . e .. ,• 14 � J,,, a •. .. t1►. i►r 1 nV ' '' .. Z . .ew .R OI...r sl�.•l.r• d A14I 4l.d Atom r / A.t1.:11e1 or E.Y7•••• 111. WW1 INFORMATION A• vie a Sesame 4014: M la is °THEN CON$TM710N EEI O O $t aN 1 a THIS evismec ea .17E1 S p O.. -Q V D Noised 0 Central u.ttN, 1? VI...IVE NUMett a 1W1T 4CT N /gok O W PtNM17 , ' Q oil.. — km* IV. hisowerAL sooner T 10 M 1NSUt1111D P&I TU11E Of W01 11 held. arse*. p fe. of ee.•e•* a b tae law) ) Commercial Ilel or 0 Car.rclel Neal Q *fee O teal 14. um* o Rae. 1�- New owldln° Q � t' ❑ ��� �. Waling ont s l�bkt•••• t r 0 I.apl.caasnl el existing system ���,,O/ ...���... err now InsianstIQn INo .y.t.m previously Inppllad) meow septette ' �'u•� .,1... 0 EMt1M.lon Of addvaa to uw .tlnp system Q t.friMl.Meq 0 °My - Specify O c..ittq tweet G.MSi•ll .tea' - O Am IpinWnt Moodier of Seedy O ila•el.r 0 M..Ul$ 0 earlier Isevelm) Toes Wpm MOt 044101 VII ONO a SneMe pq• — Iwre1N1I) ( O 1.ds -- - (aweber) te.eAt O 4!i eeWlem tonebM) O slow greenee'ene' ►.rwlil Ap o..ed 1p, 0e11 O haw o o+.. — > /snail Kee-- -- 1 LIT ALL witnWMZ CI As o 1IO1ONG AND REP IGIUTION EQWvNExr amber vales prNlglra �� Ms mintier Itsa ��YY�� . r. sS.ATt.c • 4til NACES. aum PI* i.ACES 11IIeY.t UM. DItM*IM Wind Phisos. ` t r tam' 1yq '" "'"' . OM1 Moo et !trial tMe r No. A T -b/ L CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD - ATLANTIC BEACH, FL 32233 - TEL: 247 -5826 - FAX: 247 -5877 INFORMATION _ > �-- -� x.,..�, PERMIT INFOR �� '_. LOC�T��FORll�k'I�LQ[�1 Permit Number: 21206 Address: 620 PARADISE COURT Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): 13 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: - OWNER INFORMATION p �� Date Issued: 12/22/2000 Name: BESTCON INC. Total Fees: 2,859.28 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 2,859.28 JACKSONVILLE BEACH, FL 32250 Date Paid: 12/22/2000 Phone: (904)246 -3747 Work Desc: CONSTRUCT NEW HOME PER PLANS HSF 1428 CONTRACT R(S r a zx ,APPUCAVON FEES BESTCON, INC. PERMIT 720.00 BESTCON, INC. WATER IMPACT FEE 430.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 85.00 RADON GAS - H.R.S. 6.78 RADON CAB 5% 0.36 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 6.43 SCHARGE /ATL.BCH. 0.71 4.4s s : ctiods TREE BARRICADES UNDER SLAB PLUMBING FRANING /COVER -UP FINAL BUILDING CERTIF /OCCUPANCY INSULATION NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. �,,,,� Operator: CHERYLE A lVTIC B ' C BUILDING DEPT. Date: 12/28/08 81 Receipt: 0 5 e Total Payment Date: ObiliVORAYLE Receipt: 0022538 RECEIVED PROPERTY DESCRIPTION DUEL 1 C 2000 RECE ` F::‘',...? 7 # /3 , Blo k # — , , Se - tion # City of Atlantic Beach ,division: J2 cov Building and Zoning . DEC 1 d 2000 Street Name , /, DESCRIPTION p WORK or Address: 6,- ;co �Q CQCG /C-7 G OT lantic Beach (If in a FLOOD HAZARD Building and Zoning Flood Zone: X area complete page 3) • Bri f Description /LBtJ,6.- AZ.nti.J14/ • Class of I lk: ewT3 Remodel /Addition: ZONING INFORMATION Type of Construction: 0.30601..., Qil&2.. Zoning cc ^^ Proposed - District: 1W o1- Use: /��' Estimated Value $ J /, , 6 0 y Exceptions or Variances Materials: 11-610Q 1 5i .mss Granted: „ / :5 �{� f�( Solid or Billed) • Ground: Roof: Method of Heating: JAsY c OWNER INFORMATION BESTCON, INC. 2440 South Beach Parkway Property Owner: Jacksonville Beach FL 32250 Phone: Mailing Address 9U4 246 -3747 zip: CONTRACTOR INFORMATION BESTCON, INC. 2440 South Beach Parkway M antractor : Jack Beach, FL 32250 Phone: Mailing Address: � 904 246 -3747 Zip: STATE LICENSE NO: e Expiration 8 2 0042 Date: I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A 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 PERMI S CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND •PPO'TIN TA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE /Z . 6 q. 2c Contractor Signature 4 DATE /2. �7. o IN TO AND S9BSCRIBED BEFORE ME BY 'did % . THIS /7; DAY L /17 a7Q2 1$3.--. HEIDEWOLFGANG 1A( .- Z�, NO TARY C - STATE GF RIDA - / OOMYISS EXPIRES DEC, 26, Z90�T PUBLIC / COYUISSION NO. CC89171FLO2 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address P/ 2 /f 0 is E Cp'b+2r Date l- - �6 . c=' Heated Square Footage c @ $ 1 p / y� er sq ft = $ 'r Garage /Shed 1 /20 @ $ per sq ft = $ V Carport /Porch /3 7 @ $ per sq ft = $ d . 1 . Deck d p er sq f t = $ Patio # I $ per sq ft = $ V TOTAL VALUATION: $ a:6 /0 3_�0? 6 -c `-� $ o , Total V luati n 1st $ [ O v (`SOo - �o 6 f;z $ (;420 Remaining Value g. per thousand or portion thereof TOTAL BUILDING FEE $ /-4,Y0 ^e-h) + 1/2 Filing Fee $ �Z (0) Fireplaces @ $15.00 $ BUILDING PERMIT FEE $ `7� G)e.-> WATER IMPACT FEE $ I-/0 , ®U SEWER IMPACT FEE $ 4.2 ,0 /0 0 WATER METER /TAP $ -41.s cf'Sro2: CAPITAL IMPROVEMENT $ 324700 SEWER TAP $ -0 — ((ylc)3 RADON (HRS) .0050 $ !r. �' / 3 C, SECTION H PAVING ( ) $ "` C3 `-- HYDRAULIC SHARES $ °-CJ CROSS CONNECTION $ ,..3-57 0 / 21P SURCHARGE .0050 $ G, • 3 / OTHER ' $ ;i:�j�j G _ GRAND TOTAL DUE $ ? 5 ( ag ADDITIONAL PERMITS OR FEES: Mechanical ; Plumbing Electric /New Electric /Temp ;SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and /or NOTES: . AT ! L' •^ . • !Tr (TI: • 1-!1 f!!! 11 1...5• 1 '•••11 , •."‘---'..^ • • - • MC] t..... • ....... • • 1. 1. 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' . nt. • ; 3 : I) ,. . .....__ ei -1 •-. ;IN . - i ' g I i C i i t 1 I 1 I ... -- , . , - . 22 . - : 8 - • . . i i qui roar • :.....,..• . 1 i 1 nrry•.4,10 egy. ell. a n tc- .....3412 :--...m.-4.-- 1 , ..,.. . i i - : r I 1 rypc - m - DRAINAGE ; 1 1 --- , I No i El THE ISTI S1OW11 HEREON APPE5.R5 TO iiE VRTHR; MOO I 1 i NMI; - F" 0.9 SCALED MM. na ruwo stagwgx 'lux .1 : PN.rP ....Ps !VT. : i : I:Ara Cra-....:t' an' PX,ri_ NO. ;21741 75 -Cr:Z:0 DATED ,: i ------ a ••= --- a 1.-2-fte-g- • ; --,-, -- '''`,asir•lar.Z...# . ..... •1 1, jr••••■••••• •Orrar• ••••••• Sao I # 1 • oRc t AErt ki4rns--7".c.R.z..- 4 i 3U4CVIErto DEcEivisut 2 r 2UULL ; ;643 E.101-Eml) ...V.--.1M.. E I i....::: . Floor FT= 7 i I t` ....1-....a.-ac4 I i / 1 - i a7. "`"" I '''''' 7 6 i,i +.2 "• ..;; I ••" i • k.- i: , ,, . .;,". i ■: t C-- ; , ,•! C' •••i'•ii; • , ., 2 t , ZVI. PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: 6 2X3 gol fl D fS E CO o f2(-- OWNER: ,24Fo'G. /J(eW 0 LS / i dCS, -- C©,1 [1 1. Determine Occupancy Classification of the structure. Select occupancy classification 3 which most accurately fits the use of the Building. (Chapter B3) [ 2. Determine actual physical properties of building. ['4 a. Determine building area each floor. (Area definition Chapter B2) [ 1' b. Determine grade elevation for building. (Grade definition Chapter B2) [ a' c. Determine building height in feet above grade. (Height definition Chapter B2) [� d. Determine building height in stories. (Story definition Chapter B2) [ - I e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter B2) [9 f. Determine percent of exterior openings per floor. [ "f 3. Determine minimum Type of Construction necessary to accommodate proposed structure. Ty/2>j- r. (Chapter B6) [4 a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [ a' b. Check allowable height and area increases permitted. (Chapter B5) [ 4 4. Check detailed Occupancy requirements. (Chapter B4) [r 5. Check detailed Construction requirements [" r a. Fire Protection of Structural Members (Chapter B6 & Table B600) [s'] b. Fire Protection Requirements (Chapter B7 and Table B700) V c. Means of Egress Requirements (Chapter B10) [,- d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) frj 6. Review design as related to standards. (Chapters B16 - B26) [L4 7. Check other requirements as necessary. [4 a. Construction projecting into public property (chapter B32) [ ] b. Elevators and conveying systems (Chapter B30) [ ] c. Sprinklers, standpipes and alarm systems (Chapter B9) [;4 _ d. Use of combustible materials on the interior (Chapter B8) [ ] e. Roofs and roof structures (Chapter B15) [ f. Light, ventilation and sanitation (Chapter B12) [ ] g. Other CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: 0„__Q 0,4._ ( , 0--f. Don C. Ford, B Iding Official _` don /sb.1 CITY OF ATLANTIC BEACH Fixture Unic Worksheet for Water Lmpacc Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASURESENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEi. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. 2- BATHROOM GROUP CONSISTING OF A SERVICE SINK TRAP STAND WATER CLOSET. LAVATORY is BATH (8) TU3 OR SHOWER STALL (6) / 2. WATER CLOSET WATER CLOSET, TANX OPERATED (4) BATHTUB /SHOWER (2) VALVE OPERATED (8) URINAL WALL LI? (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) / LAVATORY (1) r COMBINATION SINK ,AND TRAY (3) I WASHING MACHINE (3) 3 POT, SCULLERY SINK (.:) / DISHWASHER (2) 2- WASH SINK EACH SET OF 6 FAUCETS (2) KITC� 1 SINX (2) DENTAL LAVATORY (i) / XITCSFN SINX WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) ( BIDET (f) URINAL STALL, WASHOUT (4) FLUSHI?ic ID( SINX (8) COMBINATI_ON SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JE';' ' DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, BARBER/BEAUTY ICE MAKER (1/2) 4 S i SHOP (2) ` (� , SURGEONS SINK (3) LAVATORY, SURGEONS (_) L JACUZZI (2) URINAL STALL, WASHOUT (4) ~ TOTAL FIXTURE UNITS ) /. �1 $20.00 EACH $ 4"3O,av JOB INFORMATION 6;6. ‘ ,4 p(JZ ('80K FLOODPLAIN DEVELOPMENT INFORMATION Location:: 20 4...iee2_4141e4-S-4_ A DL/ Type of Development: RS 2 Flood Zone: /t Required Lowest Floor Elevation: (?' If building is located within a flood hazard zone, a survey must be made A} 1'ER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable • ovisions of Ordinance No. 25 -7 -11 and all other laws or ordinances affecting the proposed • -vele •ment. 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Pro Bulkier: BESTCON Address: Lot 14, Sub: PARADICE COVE, Plat: Permitting Office: City, State: $R-.== -...- galea..d.Z4L. 602t Permit Number. Owner eez2..cit_ ■ Jurisdiction Number. Climate Zone: North 32233 - _ _.. 1. New construction or existing New _ 12. Coding systems _ 2. Single family or multi- fhndly Single family i a. Central Unit Cep: 36.0 kBtu/hr _ 3- Number of units, if multi- family 1 SEER: 10.00 _ j 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yea _ 6. Conditioned floor area (ft') 1428 ft c. N/A 7. Glass area & type a. Clear - single pane 0.0 ft' _ 13. Heating systems b. Clear - double pane 207.0 ft' a- Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SC/SHGC - single pane 8.0 11' _ HSPF: 7.20 _ d. Tint/other SC/SHGC - double pane 0.0 ft b. N/A _ 8. Floor typal _ a. Slab -On -Grade Edge Insulation R4.0, 115.0(p) ft _ c. N/A b. N/A _ C . N/A 14. Hot water systems 9. Wall types e. Electric Resistance Cap; 50.0 gallons _ a. Frame, Wood. Exterior R+11 -0, 1298.0 fP _ EF: 0.86 _ b. Frame, Wood, Adjacent R =11.0, 216.0 ft' _ b. N/A - c. N/A _ d. N/A _ c. Conservation credits _- e. N/A (HR -Heat recovery, Solar I 10. Ceiling types _ DHP- Dedicated heat pump) i a. Under Attic R =30.0, 1444.0 ft' ^ 15. HVAC credits _ i b. Under Attic R-19.0, 122.0 ft' ^ (CF- Ceiling fan, CV -Cross ventilation. C. N/A HF -Whole house fan, 11. Ducts _ PT- programmable Thermostat. a. Sup: Unc. Rat: Unc. AN: Garage Sup. R.0, 150.0 ft ^ MZ- C- Multizonc cooling, • b. N/A MZ- H- Multizone heating) i I i Total as -built points: 20998.00 Glass/Floor Area: 0.15 Total base points: 21151.00 PASS I hereby certify that the plans and specifications covered r Review of the plans and . . . • by this calculation are in c mpliance , the Florida specifications covered by this ,0�` erA i Energy Code, c alculation indicates compliant N \ i V .46 t, PREPARED BY ILBERT MILLER with the Florida Energy Code. :- , . ... �, Before construction is completed i ti r4 = -' s i DATE: JO "2.6 - d v * , this building will be Inspected for `, . : s.>r•, J a 1 hereby certify that this building, as designed, Is in compliance with Section 553.908 - 4.4�. Q 6 , . - . . ' compliance with the Florida Energy Code. Florida Statutes. n OW EN NS A T: {-de 4. Q->LQ BUILDING OFFICIAL- t \ L 4 DATE: /0 026. ,2a no I DATE: I 2 0 1 EnerayGauase (Version: FLR3PA 2.02) Received Time Oct.26. 2:38PM 10/2612000 14:33 9042780366 MCGOWAN'S HVAC PAGE 02 FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 13, Sub; PARADICE COVE, Plat: , , , PERMIT #: i 1 BASE �-- AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 1421.0 33.08 8488.4 Double, Clear 3 9.5 6.5 18.0 34.50 0.48 295.4 Double, Clear S 9.5 6.5 18.0 34.50 0.48 295.4 Double, Clear S 9.5 7.0 6.0 34.50 0.48 99.8 Double, Clear 8 1.5 10.0 18.0 34.50 0.96 596.2 Double, Clear S 1.5 10.0 18.0 34.50 0.96 596.2 Double, Clear W 1.5 11.5 18.0 36.99 0.99 858.6 Double, Clear N 1.5 5.0 6.0 19.22 0.92 105.6 Double, Clear E 1.5 4.3 15.0 40.22 0.83 503.7 Double, Clear N 1.5 8.5 18,0 19.22 0.97 335.8 Double, Clear E 1.5 14.0 18.0 40.22 0.99 719.8 Double, Clear E 1.5 8.0 18.0 40.22 0.96 892.0 Double, Clear E 1.5 6.5 18,0 40.22 0.93 871.2 Double, Clear E 1.6 6.5 18.0 40.22 0.93 871,2 Single, Tint H 0.0 0.0 8.0 65.61 1.00 524.9 As -Bulk Total: 215.0 8788.9 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adajcent 218.0 0.7 151.2 Frame, Wood, Exterior 11.0 1298.0 1.70 2205.8 Exterior 1298.0 1,70 2208.8 Frame, Wood, Adjacent 11.0 216.0 0.70 151,2 Base Total: 1514.0 2367.8 As -Bulk Total: 1614.0 2357.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 18.0 1.80 28.8 Base Total: 38.0 188.2 As -Bulk Total: 38.0 110.8 CEILING TYPES Area X BSPM = Points Type R - Value Area X PM - Points Under Attic 1428.0 0.60 856.8 Under Attic 30.0 1444,0 0.60 888.4 Under Attic 19.0 122.0 1,10 134.2 Base Total: 1428.0 858.8 As -Built Total: 1 588.0 1000.8 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 185.0(p) -37.0 - 8845.0 Slab -On -Grade Edge Insulation 0.0 185.0(p) - 41.20 - 7622.0 Raised 0.0 0.00 0.0 Base Total: - 0848.0 As -Bulk Total: - 7822.0 EnergyGauge® DCA Form 800A -97 EnergyGauge®VResFREE'97 FLR3PA 2.02 Received Time Oct.26. 2:38PM 10126/2000 14:33 9042780366 MCGOWAN'S HVAC PAGE 03 FORM 600A -97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lot: 13, Sub: PARADICE COVE, Plat: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 1428.0 10.21 14579.9 1428.0 10.21 14579,9 Summer Base Points: 19611.0 Summer As -Built Points: 17193.0 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 17193.0 1.000 1.047 0.341 1.000 8143,8 19611.0 0.3573 7007.0 17193.0 1.00 1.047 0.341 1.000 6143.8 EnsrgyOsugoTM DCA Form 600A -97 EnorgyGau9.* R.$FREE'97 FLR3PA 2.02 Received Time Oct.26. 2:38PM 10/26/2000 14:33 9042780366 MCGOWAN'S HVAC PAGE 04 FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details [ADDRESS' Lot: 13, Sub: PARADICE COVE, Plat: , , , PERMIT # ____J BASE - AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Omt Len Hgt Area X WPM X WOF = Points .18 1428.0 9.76 2506.9 Double, Clear S 9.5 6.5 18.0 4.03 3.25 235.4 Double, Clear S 9.5 6,5 18.0 4.03 3.25 235.4 Double, Clear S 9.5 7.0 6.0 4.03 3.17 76.7 Double, Clew S 1.5 10.0 18.0 4.03 1.01 73.5 Double. Clear S 1.5 10,0 18.0 4,03 1.01 73.5 Double, Clear W 1.5 11.5 18.0 10.77 1.00 194.4 Double, Clear N 1.5 5.0 6.0 14.30 1.00 88.1 Double. Clear E 1.5 4.3 15.0 9.09 1.07 145,3 Double, Clear N 1.5 8.5 18.0 14.30 1.00 257.6 Double, Clear E 1.5 14.0 18.0 9.09 1.01 164.8 Double. Clear E 1.5 8.0 18.0 9.09 1.02 167.0 Double, Clear E 1.5 6.5 18.0 9.09 1.03 168.6 Double, Clear E 1.5 6.5 18.0 9.09 1,03 168.6 Single, Tint H 0.0 0.0 8.0 24.78 1.00 198.2 As -BUIR Total: 215.0 $24b WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adajcent 218.0 3.8 777.8 Frame, Wood, Exterior 11.0 1298.0 3.70 4802.8 Exterior 1298.0 3.70 4802.6 Frame, Wood, Adjacent 11.0 218.0 3.80 777.6 Base Total: 1514.0 5680.2 As -Built Total: 1614.0 5680.2 - DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 18.0 8.00 144.0 Bass Total: 38.0 453.0 As - Built Total: 38.0 312.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Under Attic 1428.0 1.20 1713.8 Under Attic 30,0 1444,0 1.20 1732,8 Under Attic 19.0 122.0 2.00 244.0 Base Total: 1428.0 1713.5 As -Bulk Total: 1666.0 1976.8 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 185.0(p) 8.9 1648.5 Slab -On -Grade Edge Insulation 0.0 185.0(p) 18.80 3476.0 Raised 0.0 0.00 0.0 Base Total: 1346.5 As - Built Total: 3478.0 EnergyGauge® DCA Form 800A -97 EnergyGauge4PVReaFREE'97 FLR3PA 2.02 Received Time Oct.26. 2:38PM 10/26/2000 14:33 9042780366 MCGOWAN'S HVAC PAGE 05 FORM 600A -97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS; Lot: 13, Sub: PARADICE COVE, Plat: , , , PERMIT #: BASE AS —BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 1429.0 -0.59 -842.5 1428.0 -0.59 -842.5 Winter Base Points: 11060.7 Winter As -Built Points: 12749.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 12 749, 7 1.000 1.064 0.474 1,000 6424.9 11060.7 0.6340 6906.4 12749.7 1.00 1.064 0.474 1.000 6424.9 EnergyGauge"' OCA Form 600A -97 Ener9yGauge&ResFREE'97 FLR3PA 2.02 Received Time Oct,26. 2:38PM 10/26/2000 14:33 9042780366 MCGOWAN "S HVAC PAGE 06 FORM 600A -97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 13, Sub: PARADICE COVE, Plat: , , , PERMIT #: BASE AS —BUILT WATER HEATING Number of X Multiplier - Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.88 3 1.00 280e.ee 1 00 9429 -6 b -Built Total: 8429.6 CODE COMPLIANCE STATUS BASE AS —BUILT Cooling + Heating + Hot Water = Total Cooling + Heating Points Points Points Points Points Points + HPoints Water = Points 7007.0 5906.4 8238.0 21151.5 6143.8 6424.9 8429.6 20998.2 PASS 1 oQ 1Br y � ° 1 freo • *1I ,, • a: C EnergyGaug." DCA Form 800A -97 EneryyGaugt4VRe$FREE'97 FLR3PA 2.02 Received Time Oct.26. 2:38PM 10/26/2000 14:33 9042780366 MCGOWAN'S HVAC PAGE 07 FORM 600A -97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: 13, Sub: PARADICE COVE, Plat: , , , PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE —.^ Exterior Windows & Doors 806.1.A6C.1.1 Maxlmum:.3 cfm/sq.ft. window area; .5 cfm /sq.R. door area. 1 CHECK Exterior & Adjacent Walls , 606.1,ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall cola or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous Infiltration barrier is Installed that extends — from and is sealed to the foundation to the to. plate._ Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier Is Installed that is sealed — -- _ to the • : rimeter . - netrations and seams. Ceilings 608.1.ABC,1.2.3 Between walls & ceilings; • .penetrations 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 netrations and seams. Recessed Lighting Fbtures 608.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -1C rated, installed Inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from — - - - - -- conditioned s. oe tested, _ _ Multi -story Houses 50 6.1.ABC,1.2.5 Air barrier on .. rimeter of floor cavl between floors. Additional Infiltration recta 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, -- - -- -- - - - -__ have Combustion elr. _ 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS Water Heaters 812.1 - i CHECK Comply with efficiency requirements in Table 6 -12. Switch or clearly marked Circuit - - - - - . — _.__ _ - break el ectric or Cutoff as) must be provided. External or built-in heat trap required. Swimming Pools & $pas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal __.._..._ __ _ „ - ----- .._...-- -.._. effidenc of 78 %. heads_ __._ _. _ Shower - - - • . - -.• - -.. - -• 812 .1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSJG. Aft Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, Insulated. and Installed in accordance with the criteria of Section 810. Ducts in unconditioned attics: R$ min. insulation. HVAC Controls . _ 8 07.1__. _ • ,,,_,_ — , - ___ readily accessible manual or automatic thermostat for each system. Insulation 804.1, 802.1 Ceilings -Min. R -19. Common walla -Frame R -11 or CBS R -3 both sides Common ceiling & floors R -11. Energy(3auge" OCA Form 800A -97 EnergyGaug0VRasFREE'97 FLR3PA 2.02 Received Time Oct.26. 2:38PM 10/26/2000 14:33 9042780366 MCGOWAN'S HVAC PAGE 08 ENERGY PERFORMANCE LEVEL EPL t ) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.2 The higher the score, the more efficient the home. , Lot: 13, Sub: PARADICE COVE, Plat: , , , 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number of units, if multi - family 1 SEER; 10.00 4. Number of Bedrooms 3 b. N/A " 5. to this a worst case? Yes 6. Conditioned floor area (ft') 1428 R= c. N/A 7. Glass area d type a. Clear - single pane 0.0 ft 13. Heating systems b. Clear - double pane 207.0 R' - a. Electric Heat Pum c. Tint/other SC /SHGC - single pane 8.0 ft, - Pump Cap: 36.0 F: 7.2 rr i d. Tint/other SC/SHGC - double pane 0.0 ft' b. N/A HSP 7,Z0 _ 8. Floor types a. Slab -On -Grade Edge Insulation R -0.0, 185.0(p) ft c. N/A b. N/A T c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap 50.0 gallons a. Frame, Wood, Exterior R - 11.0, 1298.0 ft EF: 0.86 b. Frame, Wood, Adjacent R' 11.0, 216.0 ft2 - b. N/A c. N/A d. N/A _ c. Conservation credits c. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R•30.0, 1444.0 ft' _ 15. HVAC credits b. Under Attic R =19.0, 122.0 ft' _ (CF- Cciling fan, CV -Cross ventilation, c. N/A HF-Wholc house fan, 11. Ducts PT- Programmable Thermostat, - a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 150.0 ft RB -Attic radiant barrier, b. N/A MZ- C- Multizone cooling, MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded in this home before 'nspection. Otherwise, a new EPL Display Card will be completed , : . ti ' based on installe Code • I iant features. ' ' �`' Builder Signa f Date: /Q 026. 2060 p - - Address of New Home: / QadL i ,.eT City/FL Zip: atiel 'l t C' 8 iM. '....P. ' �'.-'' oo wilt* 'NOTE. The home's estimated energy performance score is only available through the FL co purer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStar'"'designation), _your home may gual{fy for energy efficiency mortgage (EEA1 incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638 -1492 or see the Energy Gauge web site at www.fsec. ucf. edu for information and a list of certified Raters. For information about Florida's Energy E Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. EnergyGauge® (Version: FLR3PA 2.02) Received Time Oct.26. 2:38PM 10/26/2000 14:33 9042780366 MCGOWAN'S HVAC PAGE 09 Residential System Sizing Calculation Summary Project Title: Class 3 Rating 1428 Registration No. 0 Climate: North 10/26/00 Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidity data: Interior RH (50%) Outdoor wet bulb (77F) Humidity difference(49gr.) Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heating Toad calculation 27651 Btuh Total cooling Toad calculation 30253 Btuh Submitted heating capacity 36000 Btuh Submitted cooling capacity 36000 Btuh Submitted as % of calculated 130.2 % Submitted as % of calculated 119.0 % WINTER CALCULATIONS Winter Heating Load (for 1428 sqft) _ Load component Load °"� ` Window total 215 sqft 6064 Btuh '7. , ' ....m2 "' ) Wall total 1514 sqft 4802 Btuh ►,�taex� ' ' Door total 38 sqft 526 Btuh :,! ,4:�,i ± � ( ' Ceiling total 1566 sqft 2121 Btuh , . ,' , ; , : -. ;' 'j c. %) Floor total 185 ft 5598 Btuh ':'":4', ' ' ' Y . Infiltration 170 cfm 7122 Btuh °e°"cl") r ! ' 2 6334 Btuh ii t,, , . Subtotal �,M Duct loss 1317 Btuh tee"") TOTAL NEAT LOSS 27661 Btuh SUMMER CALCULATIONS Summer Cooling Load (for 1428 sqft) Load component Load Window total 215 sqft 8863 Btuh l..,t r,e.rn.,(6,,,) Wall total 1514 sqft 2885 Btuh ^, Latent hn.( 7,6) r i,;'� t •�, Door total 38 sqft 404 Btuh • "'; l' t: `' ""'°°"��"' Ceiling to tal ,�# ', ,. 15$6 sqft 2384 Btuh `' � ' � ' �' �' 9 �! �'itt i • t ', 'i _:) �- Floor total 0 Btuh .R„ Or; Infiltration 158 cfm 3312 Btuh Internal gain 3600 Btuh ..0.,,, ,4,1:, ,, f • Subtotal(stanslbls) 21448 Stub -r I' ? ?I, ' I Cs s(S`) Duct gain 2145 Btuh '11:14 � • ''; Total sensible gain 23693 Btuh "" "'"`) ° v°" " Latent gain(infiltration) 5280 Btuh Latent gain(internal) 1380 Btuh The atzing method uaod wergyGpuge® System Sizing. Total latent gain 6680 Rtuh PREPARED BY: DATE: z D — 2.6' ""G TOTAL HEAT GAIN 30253 Btuh EnergyGauge® FLR3PA 2.02 Received Time Oct.26. 2:38PM JOB NUMBER: BE120100 CLIENT: Bestcon D BUILDER: Bestcon SUBDIVISION: PARADISE COVE LOT NUMBER: 13 ." ∎ � . FLOOR PLAN: 1634B � CALCS BY: DLM 12/19/00 41 CHECKED BY: WVC 12/19/00 APPROVED BY: WVC 12/19/00 ' do ASCE 7 -98 HIGH WIND MWFRS CALCULATIONS GENERAL INFORMATION: Top Floor Eave Height ft Base Wind Speed, V a mph (ASCE 7 -98 Fig 6 -1b) Top Floor Ridge Height � x7a6?T ft Least Plan Dimension, WL ft 1 or 2 Story? i 2nd Story 1st Story Roof Pitch Front to Back = 4 A.i GABLE Roof Pitch Front to Back = "0/12 Front to Back Trans(T) or Long(L)? - „ , ; Front to Back Trans(T) or Long(L) Roof Pitch Left toRt ht c .„4 , `/12 Roof Pitch Left to Right = � �/12 8 Left Right Trans(T) or Long(L)? - Left Right Trans(T) or Long(L)? Eave Height = • ft . Eave Height = 4 ' : ft Ridge Height = ft Ridge Height ft Length of Exposed Wall Left to Right = f' BI ft Length of Exposed Wall Left to Right = . ft Length of Exposed Wall Front to Back = o, , ft Length of Exposed Wall Front to Back = i ft Gable Area on Front gr.Back Wall = sf Gable Area on Front QLBack Wall = : sf Gable Area on Left al Right Wall = 0 sf Gable Area on Left or Right Wall = 'I ' 'i sf Length of Left to Right Ridge Lost to Hips = : ft Length of Left -Right Ridge Lost to Hips & 2nd Floor Walls , ft Length of Front to Back Ridge Lost to Hips = 4i ft Length of Front -Back Ridge Lost to Hips & 2nd Floor Walls `, ft Average Plate Height Left to Right = 11 Average Plate Height Left to Right ft Average Plate Height Front to Back = :"? ft Average Plate Height Front to Back = ft Floor System Depth = 101 ft 2nd FLOOR - LEFT TO RIGHT 1st FLOOR - LEFT TO RIGHT Qty L H No. Shear Uplift SW Qty L H No. Shear Uplift SW Sides (PLF) (Ibs) TYPE Sides (PLF) (Ibs) TYPE F ..,9,: .0... -.0 -,a1 0 0 F : 2 3,. . $4., : 1;i 560 3769 SW1 R 0= 0: .• 0 1-; 0 0 R . 01; .,$..,. 1. 0 1648 O ' 0., 0 ,, ' >0 ",,,,t-',';: 0 0 O aa' 1 t ia , „' 1 0 0 N '0 0 't0 .1 ;F", 0 0 N 0 ,2t.�er 04' Ir. ', 0 0 T 0 0 r : 0 1. ',, ° 0 0 T N 0 ft. 0 t„;,, 0 0 B 0; 0 ;0 1; -; 0 0 B 1 1 1 8' 8, .; 1 332 272 SW2 A 0 0 0 1 1, K 0 0 0,' 16 5 $ * li " 0 -678 c ,..p.. , 0.4 ,o : 1 0 0 . 0« 0 x P4 0 0 K 0. , 0 ,, . . .:;0 I .A 0 0 ,00 0 0 , QM? , .10. `:0 ,, 0 0 ,a0 V, 049,04 K ",` lJ 0 0 Total Force 3,116 Pounds Total Force 7,833 Pounds 2nd FLOOR - FRONT TO BACK 1ST FLOOR - FRONT TO BACK Qty L H No. Shear Uplift SW Qty L H No. Shear Uplift SW Sides (PLF) (Ibs) TYPE Sides (PLF) (Ibs) TYPE L 0' 0 0 .:1 -. 0 0 L ;1 4 141 fi =4 8 k•3 1° 90 -2105 Typ Wall E . ..0 -, o l:..; 0 0 E li 13. . 8, r ham; ` 90 -1903 Typ Wall F 0 , 0 . 0 . � .<1/ • 0 0 0 O 0, F ,3 0 0 T 0 ,.0.- .. 1, 0 0 a0 0; 0 1 ', 0 0 0, , Q... ; ,0 -IL:. 0 0 t0 04 0 1 0 0 R 1 0 .. 0 ._1 0 0 R ., 1 42:5 Via.. 8�4 l�. 89 -1815 Typ Wall 1 0 , 0 ' :.0 1 ; 0 0 I ..2;„ 7.5.: . 8 .., = 1,:,',.. 89 -805 Typ Wall G 0 , 0.. ,. -.0 _ ..1 0 0 G ,0 0N i)* ';',. -1"1:-.4p 0 0 H., Q ..0A.40 0 0 H P .010 ' ' '' 4i4Jilit 0 0 T 0 .0.si t..04 x;14 0 0 T On ' )m S . ,iticfpaitAlW 0 0 Total Force 2,579 Pounds Total Force 4,879 Pounds v2.2 JOB NUMBER: BE120100 CLIENT: Bestcon 1C11:44i4r7.. BUILDER: Bestcon SUBDIVISION: PARADISE COVE LOT NUMBER: 13 FLOOR PLAN: 1634B CALCS BY: DLM 12/19/00 fP CHECKED BY: WVC 12/19/00 � APPROVED BY: WVC 12/19/00 ' " HIGH WIND ENGINEERING CALCULATIONS GENERAL INFORMATION: Top Floor Eave Height = 8 ft Base Wind Speed, V = 120 mph (ASCE 7 -98 Fig 6-1b) Top Floor Ridge Height = 18 ft Least Plan Dimension, WL = 35 ft CAI.CULATF, Mean Roof Height, H = 15 ft ( Test for Endzone Distance, a: (See Note 7 Fig 6-4 ASCE 7 -98) Z= WLx(0.1)= 3.5 ft 1 a= 3.5 ft Z= Hx(0.4)= 6 ft Z > WL x (0.04) > 1.4 ft 1 Theretbre, X= 2 x a= 7.0 ft 1 Z> 3.0 ft Base Pressure = [0.00256 x V ^2 x I] x Kz x Kzt x Kd (See Eqn 6 -13 ASCE 7 -98) Kz = 0.70 = Exposure Coefficient, Exposure B, Case 1 (Table 6 -5 ASCE 7 -98) Kd = 0.85 = Directionality Coefficient (Table 6 -6 ASCE 7 -98) Kzt = 1.00 = Topographic Factor (Figure 6 -2 ASCE 7 -98) I = 1.00 = Importance Factor (Table 1 -1 and Table 6 -1 ASCE 7 -98) 1 Therefore, q = 21.9 psf WIND LOADS: Chapter 6, ASCE 7 -98 1 or 2 Story? 1 2nd Story lct_,. Story Roof Pitch Front to Back = 0 GABLE Roof Pitch Front to Back = 6 /12 Front to Back Trans(T) or Long(L)? - L Front to Back Trans(T) or Long(L)? - L Roof Pitch Left to Right = 6 /12 Roof Pitch Left to Right = 6 /12 Left Right Trans(T) or Long(L)? - T Left Right Trans(T) or Long(L)? - T 2nd STORY MAIN WIND FORCE RESISTING SYSTEM COEFFICIENTS: 1 FRONT TO BACK ( Roof Pitch = 0 /12 Therefore, a = 0 degrees (See Figure 6-4 ASCE 7 -98) Longitudinal (Parallel to Ridge) Horiz Resistance to Wind Load: FOR: a < 20 WALLS: Sum of End Zones 5E and 6E: 1.04 = GCp for End Zones Sum of Interior Zones 5 and 6: 0.69 = GCp for Interior Zones ROOF: I 0.00 = GCp for End Zones 0.00 = GCp for Interior Zones I LEFT TO RIGHT 1 Roof Pitch = 6 /12 Therefore, a = 27 degrees (See Figure 6-4 ASCE 7 -98) Transverse (Perp to Ridge) Horiz Resistance to Wind Load: FOR: 20 < a < 30 WALLS: Sum of End Zones lE and 4E: 1.44 = GCp for End Zones Sum of Interior Zones 1 and 4: 0.96 = GCp for Interior Zones ROOF: Sum of End Zones 2E and 3E: 0.00 = GCp for End Zones Sum of Interior Zones 2 and 3: 0.00 = GCp for Interior Zones JOB NUMBER: BE120100 CLIENT: Bestcon BUILDER: Bestcon ID SUBDIVISION: PARADISE COVE / ' , LOT NUMBER: 13 j FLOOR PLAN: 1634B > T LS: . `: > >[ r> , � CALCS BY: DLM :::::....:::::::.12 /19/00 �� CHECKED BY: WVC 12/19/00 APPROVED BY: WVC 12/19/00 1st STORY MAIN WIND FORCE RESISTING SYSTEM COEFFICIENTS: I FRONT TO BACK 1 Roof Pitch = 6 /12 Therefore, a = 27 degrees (See Figure 6-4 ASCE 7 -98) Longitudinal (Parallel to Ridge) Horiz Resistance to Wind Load: FOR:. 20 < a < 10 WALLS: Sum of End Zones 5E and 6E: 1.04 = GCp for End Zones Sum of Interior Zones 5 and 6: 0.69 = GCp for Interior Zones ROOF: f 0.00 = GCp for End Zones 0.00 = GCp for Interior Zones I LEFT TO RIGHT I Roof Pitch = 6 /12 Therefore, a = 27 degrees (See Figure 6-4 ASCE 7 -98) Transverse (Perp to Ridge) Horiz Resistance to Wind Load: FOR. 20 < a< 30 WALLS: Sum of End Zones lE and 4E: 1.44 = GCp for End Zones Sum of Interior Zones 1 and 4: 0.96 = GCp for Interior Zones ROOF: Sum of End Zones 2E and 3E: 0.00 = GCp for End Zones Sum of Interior Zones 2 and 3: 0.00 = GCp for Interior Zones 2nd Story Eave Height = 18 ft Ridge Height = 24 ft Length of Exposed Wall Left to Right = 18 ft Length of Exposed Wall Front to Back = 30 ft Gable Area on Front gm,Back Wall = 70 sf Gable Area on Left 4I Right Wall = 0 sf Length of Left to Right Ridge Lost to Hips = 18 ft Length of Front to Back Ridge Lost to Hips = 10 ft Average Plate Height Left to Right = 8 ft Average Plate Height Front to Back = 8 ft Floor System Depth = 1.3 ft 2nd Floor Wind Force Front -Back Walls (End Zones): 1,277 pounds Walls 1.04 = GCp for End Zones X = 7.0 ft Walls (Interior Zones): 242 pounds 0.69 = GCp for Interior Zones q = 21.9 psf Roof (Interior Zones): 0 pounds Roof 0.00 = GCp for End Zones Roof (End Zones): 0 pounds 0.00 = GCp for Interior Zones Gable Force: 1,059 pounds I TOTAL FRONT TO BACK WIND LOAD: 2,579 pounds Front -Back Force to Transfer to lst Floor: 4,592 pounds 2nd Floor Wind Force T.eft -Right Walls (End Zones): 1,769 pounds Walls 1.44 = GCp for End Zones X = 7.0 ft Walls (Interior Zones): 1,348 pounds 0.96 = GCp for Interior Zones q = 21.9 psf Roof (Interior Zones): 0 pounds Roof 0.00 = GCp for End Zones Roof (End Zones): 0 pounds 0.00 = GCp for Interior Zones Gable Force: 0 pounds TOTAL LEFT TO RIGHT WIND LOAD: 3,116 pounds I Left -Right Force to Transfer to 1st Floor: 7,246 pounds JOB NUMBER: 13E120100 CLIENT: Bestcon BUILDER: Bestcon v, CARR /0 A SUBDIVISION: PARADISE COVE Q Qk� ��fr1 ./. . ► i LOT NUMBER: 13 4 ' ♦, kk 'vVI FLOOR PLAN: 1634B CALCS BY: DLM 12/19/00 , ° `I G am, CHECKED BY: WVC 12/19/00 49,eRED 0 APPROVED BY: WVC 12/19/00 4-2 9 1st Story Eave Height = 8 ft • Ridge Height = 18 ft Length of Exposed Wall Left to Right = 35 ft Length of Exposed Wall Front to Back = 60 ft Gable Area on Front gr,Back Wall = 154 sf Gable Area on Left 4I Right Wall = 104 sf Length of Left to Right Ridge Lost to Hips and 2nd Floor Walls = 35 ft Length of Front to Back Ridge Lost to Hips and 2nd Floor Walls = 15 ft Average Plate Height Left to Right = 8 ft Average Plate Height Front to Back = 8 ft 1st Floor Wind Force Front -Back Walls (End Zones): 1,277 pounds Walls 1.04 = GCp for End Zones X = 7.0 ft Walls (Interior Zones): 1,271 pounds 0.69 = GCp for Interior Zones q = 21.9 psf Roof (Interior Zones): 0 pounds Roof 0.00 = GCp for End Zones Roof (End Zones): 0 pounds 0.00 = GCp for Interior Zones Gable Force: 2,331 pounds Front to Back Force Transferred From Second Floor: 0 pounds I TOTAL FRONT TO BACK WIND LOAD: 4,879 pounds I 1st Floor Wind Force Left -Right Walls (End Zones): 1,769 pounds Walls 1.44 = GCp for End Zones X = 7.0 ft Walls (Interior Zones): 3,874 pounds 0.96 = GCp for Interior Zones q = 21.9 psf Roof (Interior Zones): 0 pounds Roof 0.00 = GCp for End Zones Roof (End Zones): 0 pounds 0.00 = GCp for Interior Zones Gable Force: 2,190 pounds Left to Right Transferred Transferred From Second Floor: 0 pounds I TOTAL LEFT TO RIGHT WIND LOAD: 7,833 pounds I CALCULATE SEGMENT LOADS USING A LINEAR DISTRIBUTION OF TOTAL LOAD AMONG AVAILABLE SHEARWALLS 2nd FLOOR SEGMENTS RESISTING FRONT TO BACK WIND LOAD Qty Length Height No. Sides Effective Segment Shear Overturn Wall DL Resist Uplift (ft) (ft) Sheeted L Load ( #) PLF Moment Resist plf Moment (pounds) 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 Total Force: 1,290 pounds SUM = 0 = Sum of (Qty column x Effective L column). 1 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 Total Force: 1,290 pounds SUM = 0 = Sum of (Qty column x Effective L column). JOB NUMBER: BE120100 CLIENT: Bestcon CpR RI G,4 4 BUILDER: Bestcon �A. ‘ OCA T , SUBDIVISION: PARADISE COVE �'� ■ 3 �/ LOT NUMBER. 13 , �,�. . v FLOOR PLAN: 1634B � ENITrAt >'s r > ? ? >:<DA'" Off` CALCS BY: DLM 12/19/00 9 �"' � � - G CHECKED BY: WVC 12/19/00 APPROVED BY: WVC 12/19/00 1 I t1 ■ b 2nd FLOOR SEGMENTS RESISTING LEFT TO RIGHT WIND LOAD Qty Length Height No. Sides Effective Segment Shear Overturn Wall DL Resist Uplift (ft) (ft) Sheeted L Load ( #) PLF Moment Resist plf Moment (pounds) 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 . 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 Total Force: 1,558 pounds SUM = 0 = Sum of (Qty column x Effective L column). 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 Total Force: 1,558 pounds SUM = 0 = Sum of (Qty column x Effective L column). 1st FLOOR SEGMENTS RESISTING FRONT TO BACK WIND LOAD Qty Length Height No. Sides Effective Segment Shear Overturn Wall DL Resist Uplift (ft) (ft) Sheeted L Load ( #) PLF Moment Resist plf Moment (pounds) 1 14.0 8 1 14.0 1265 90 10120 88 39592 -2105 1 13.0 8 1 13.0 1175 90 9397 88 34138 -1903 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 Total Force: 2,440 pounds SUM = 27 = Sum of (Qty column x Effective L column). 1 12.5 8 1 12.5 1109 89 8872 88 31563 -1815 2 7.5 8 1 7.5 665 89 5323 88 11363 -805 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 Total Force: 2,440 pounds SUM = 28 = Sum of (Qty column x Effective L column). 1st FLOOR SEGMENTS RESISTING LEFT TO RIGHT WIND LOAD Qty Length Height No. Sides Effective Segment Shear Overturn Wall DL Resist Uplift (ft) (ft) Sheeted L Load ( #) PLF Moment Resist plf Moment (pounds) 2 3.5 8 1 3.5 1958 560 15666 88 2475 3769 0 14.0 8 1 14.0 7833 0 62665 88 39592 1648 0 0.0 8 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 Total Force: 3,917 pounds SUM = 7 = Sum of (Qty column x Effective L column). 1 11.8 8 1 11.8 3917 332 31332 88 28126 272 0 16.5 8 1 16.5 5477 0 43812 88 54995 -678 0 0.0 8 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 0 0.0 0 1 0.0 0 0 0 0 0 0 Total Force: 3,917 pounds SUM = 12 = Sum of (Qty column x Effective L column). 12 -0 -0 ; < 24 -11 -8 y< . t T11 /- ! „ \ , 1 11 x x W II x N x CO ....m■spr. ,1. iib N 1 ri I v I .. .Ri ���. iR I Alli Ra . 8 - 2 W : LL ' r � h LI G S ! 0 RAGE O CNI -- j . _ 3„ N N N N — T14 IL - - - IIIIIWPAIIIIIIIEI 1 FA A E 36 -0 -0 SHOP DRAWING APPROVAL I THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION Of TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MST BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALL Jacks CONDITIONS TO INSURE AGAINST CHANGES THAT WILL RESULT 6550 IN EXTRA CHARGES TO YOU. JACK Reque,s4 Dee.e.r Dote -_ -.. PHONE: 904.. ARNOred Or Decc -_ -- - - -- 23-0-8 . .H A p (4) — '02 N 0 i CO i 11 1 1 ,\ CO I i v n J1 \ . J1 co JS P! Cis ao ZI u: d • 4 F H E E+ H H )- � 3 v K 4 •� 4 -0 -0 _ME "LE 14-0 -0 < 8 -0 -0 >c 0 1 0 1 N NOTES: L) REFER TO HID 91 (RECOAMENDA110PK FOR i) ALL YALLEY5 TO BE CONVENTIONALLY 1.) ,Y42 TRUSSES MUST BE INSTALLED dACEE 1 u I1 d e rs HANDLING INSTALLATION ND TEMPORARY FRAMED BY BUILDER WITH THE TOP BEING UP B ESTC O N, INC_ REFER TO ENGINEERED DRAWINGS FOR 4) INTERIOR LOAD BEARING WALLS. B) ALL ROOF TRUSS HANGERS 10 BE 51MP50N`� LEGN OE I rstS o u rce PERMANENT BRACNG REQUIRED HU516 LPLE55 NOTED OTHERWISE LOT 13 PARADISE COVE Iville Truss Division ALL TRUSSES (INCLUDING TRUSSES 5) FLOOR JOISTS MAY BE ADJUSTED 9.) ALL FLOOR TRUSS HANGERS 10 BE SIMPSON #14211 ELEV. "A" )OSEVELT BLVD. UPPER VALLEY FRAMWG) MU51 BE SLIGHTLY FOR 260 51011 PLL ING. THA422 UNLESS NOTED OTHERWISE. INVILLE, FLORIDA COMPLETELY DECKED OR REFER 10 • RENNIN 1.6100 FAX: 904.772 -1973 DETAIL 7105 FOR ALTERNATE BRACING 6) FLOOR I6'DEEP A 24" O.C. LN.E5S we, WE COIN ec JD to REQUIREMENTS NOTED OTHERWISE NONE MOM PAT I Jn100t DATE11/20/00 PAGE 1 ORDER # J011032 Order Take -Off Sheet REQ. QUOTE DATE 11/03/00 OR OR DD ER # J011032 ORDER DATE 11/03/00 DELIVERY DATE 12/31/00 CUSTOMER_ACCT # 35619 TO Builders DATE OF INVOICE / / CUSTOMER PO # 4 O RDERED BY INVOICE # First Source TERMS SUPERINTENDANT SALES REP JOHN R SMITH JOBSITE PHONE # SALES AREA Jacksonville BESTCON INC JOB NAME: LOT 13 PARADISE COVE LOT # 13 SUBDIV:PARADISE COVE TRUSS MODEL:1428 A TAG: JOB CATEGORY: Roof , FL 32250 DELIVERY INSTRUCTIONS: (904) 246 -3747 SPECIAL INSTRUCTIONS: ' BY DATE BUILDING DEPARTMENT OVERHANG INFO HEEL HEIGHT REQ. LAYOUTS REQ. ENGINEERING QA PAT 11/13/00 Duval END CUT RETURN NONE NONE CUTTING PAT 11/13/00 GABLE STUDS 0 IN. OC ROOF TRUSSES LOADING TCLL- TOOL -BcU STRESS INCR. ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) INFORMATION 30.0,10.0,0.0,10.0 1.15 I PROFILE QTY PITCH TYPE BASE 0/A LUMBER OVERHANG CANTILEVER STUB PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT 1 JACK 9 7.00 0.00 J1 EJ 07 -00-00 07 -00-00 2 X 4 2 X 4 02 -00 -00 2 I 4.951 0.01:1 2HJ GIRDER i 09-10-13 09 -10 -13 2 X 4, 2 X 4 02 -09 -15 c 4 7.001 0.001 JK 1 01-00001 01-00-00 12 X 4 2 X 4 02-00-00 JACK 4 7.00 0.00 J4CJ 03 -00 -00 03 -00 -00 2 X 4 2 X 4 02 -00-00 JACK 4 7.00 0.00 J5CJ 05 -00-00 05 -00-00 2 X 4 2 X 4 02 -00-00 DROP TC GA 1 7.00 4.00 T01 14 -08-00 14 -08-00 2 X 4 2 X 4 02 -00-00 02-00-00 VAULT 4 7.00 4.00 T02 21 -00 -08 21 -00 -08 2 X 4 2 X 4 02 -00-00 06 -04 -08 1 7.00 4.00 SPECIAL 14 -08 -00 14 -08-00 2 X 4 2 X 4 02 -00-00 GIRDER 1 7,00 0.00 T04 16 -07-00 16 -07-00 2 X 4 2 X 4 02 -00-00 SPECIAL 1 7.00 12.00 T05 31 -00-00 31-00 -00 2 X 4 2 X 4 02 -00-00 02 -00-00 SPECIAL 1 7.00 12.00 706 31 -00-00 31 -00-00 2 X 4 2 X 4 02 -00-00 02 -00-00 SPECIAL 1 7.00 12.00 T07 31 -00 -00 31-00-00 2 X 4 2 X 4 02-00-00 02-00-00 I SPECIAL 1 7.00 12.00 708 31-00-00 31-00-00 2 X 4 2 X 4 02-00-00 02-00-00 1 SPECIAL 2 7.00 12.00 T09 31-00-00 31-00-00 2 X 4 2 X 4 02-00-00 02-00-00 ,-.Z I 1 7.00 4.00 VAULT T10 T -.Z1>"•-. m 31 -00-00 31 -00-00 12 X 4 2 X 4 02 -00-00 02 -00-00 1 GABLE 1 7.00 4.00 T11 24 -11 -08 24 -11-08 2 X 4 2 X 4 VAULT 7 7.00 4.00 T12 24 -11 -08 24 -11-08 2 X 4 2 X 4 1 1 1 . ■I III, 1 I 7.00 0.00 GABLE E 20 -07-00 20 -07-00 2 X 42 X 4102 -00-00 SPECIAL 1 7 7.00 0.00 T14 20 -07 -00 20 -07-00 2 X 4 2 X 4 02 -00-00 1 1 \ SPECIAL 2 7.00 0.00 T15 20-07-00 20-07-00 2 X 4 2 X 6 02-00-00 1 1 7.001 4.001 DROP T 6C GA 14 -08-00 14 -08-00 12 X 4 2 X 4 02 -00-00 102 -00-00 1 1 1 DATE11/20/00 PAGE 2 Order Take -Off Sheet REQ. QUOTE DATE 11/03/00 ORDER # J011032 ORDER DATE 11/03/00 QUOTE* J011032 0 i'de DELIVERY DATE DATE OF INVOICE 12/31/00 CUSTOMER ACCT* 35619 / / CUSTOMER PO # FirstSource ORDERED BY INVOICE It TERMS SUPERINTENDANT SALES REP JOHN R SMITH JOBSITE PHONE # SALES AREA Jacksonville BESTCON INC JOB NAME:LOT 13 PARADISE COVE LOT # 13 SUBDIV:PARADISE COVE TRUSS MODEL:1428 A TAG: JOB CATEGORY: Roof , FL 32250 DELIVERY INSTRUCTIONS: (904) 246 -3747 i , SPECIAL INSTRUCTIONS: BY DATE BUILDING DEPARTMENT OVERHANG INFO HEEL HEIGHT REQ. LAYOUTS REQ. ENGINEERING QUOTE / / Duval END CUT RETURN NONE NONE _ LAYOUT PAT 11/13/00 GABLE STUDS 0 IN. OC_ _ CUTTING _PAT 11/13/00 ROOF TRUSSES LOADING TCU- TCOI -B STRESS INCR. ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) INFORMATION 30.0,10.0,00 .00,,1010 .0 0 1.15 PROFILE QTY PITCH TYPE BASE O/A LUMBER OVERHANG CANTILEVER STUB PLY TOP BOT ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT LEFT RIGHT SCISSORS 3 7 4.00 T17 14 -08-00 14 -08-00 2 X 4 2 X 4 02-00-00 i .egSZE17:54*--. 1 i 7.00 4.00 GIRD R 35-00-00 35-00-00 2 X 42 X 4102 -00-00 102-00 -00 SPECIAL .� 1 7.00 4.00 T20 35- 00-00 2 X 4 2 X 6 02 -00-00 02-00 -00 35 -00-00 11 i t I SPECIAL I I II1 1 1 I 1 7.001 4.00 T21 35-00 00 35-00-00 2 X 4 2 X 6102-00-00 02 00-00 1 1 SPECIAL I I 1 1 1 I 1 1 7.00 0.00 T22 20 -07-00 20 -07-00 2 X 4 2 X 6 02 -00-00 1 1 1 I I SPECIAL I 12 1 I I I 1 7.00 0.00 T23 20-07 00 20 -07 00 2 X 4 2 X 6 02 00 00 I 1 1 7.001 0.001 SPT2 IAL I 20-07-00 1 20 -07-00 12 X 412 X 6102-00-00 I I I I I I I Trusses 42 Jacks 23 Beams 0 Piggy -backs 0 Others 0 Hangers 0 Valleys 0 Floors 0 TJI 0 ACCEPTED BY SELLER ACCEPTED BY BUYER SUB -TOTAL _ — PURCHASER: BY TITLE: BY: ADDRESS: TITLE: DATE OF ACCEPTANCE: PHONE: DATE: GRAND TOTAL I , __..:5 Job Truss Truss Type Qty Ply J011032 J1EJ ROOF TRUSS 9 1 A10169 (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Tue Nov 21 10:51:40 2000 Page 1 -2-0-0 7-0-0 - I H 2 -0 -0 7 -0 -0 C Scale = 1:24.9 7.00112 B / o X CI A 2x4 = D I 7 -0 -0 — 7 -0 -0 LOADING (psf) ( SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 VertILL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.18 VertITL) 0.34 A -B >78 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1 1 st LC LL Min I /defl = 240 Weight: 26 Ib - -- - -- - - - - - - -- -------------_. -- LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc'bracing. REACTIONS (lb /size) 0 164 /Mechanical, B=391/0-3-8, D = 68 /Mechanical Max Horz B = 277(load case 5) Max UpliftC=- 238(1oad case 5), B=- 208(1oad case 4) FORCES 11b) - First Load Case Only TOP CHORD A -B = 56, B -C -66 BOT CHORD B -D =0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead Toad and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7 -95 per SBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1 .33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 238 Ib uplift at joint C and 208 Ib uplift at joint B. 4) This truss has been designed with ANSI /TPI 1..1995 criteria. \\;A \1.C10 ollllNill,, 1,P� A. // \ 1,, LOAD CASE(S) Standard `_ �' �'IF1� '4' *j 4 z I i S . F f O 4 4 R EtICI0 November 21,2000 Job Truss Truss Type Qty Ply A10171 J011032 J3CJ ROOF TRUSS 4 1 (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Tue Nov 21 10:51:41 2000 Page 1 -2 -0 -0 I 1 -0 -0 1 2-0-0 1-0-0 Scale = 1:9.3 C il 7.00 12 $ B VAIN M D 2x4 = A 1 -0 -0 H I 1 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 VertILL) n/a - n/a MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 VertITL) 0.08 A -B >333 BCLL 0.0 Rep Stress Incr YES WB 0.00 HorzITL) 0.00 C n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min I /defl = 240 Weight: 7 Ib LUMBER _ -- BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10.0 -0 oc bracing. REACTIONS (lb /size) C = -99 /Mechanical, B=274/0-3-8, D = 10 /Mechanical Max Horz B= 120(load case 4) Max UpliftC= -99(load case 1), B=- 389(load case 4) Max Gray C = 214(load case 4), B = 274(load case 1), D = 10(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 55, B -C = -82 BOT CHORD B -D =0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7 -95 per SBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1 .33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanicai connection (by others) of truss to bearing plate capable of withstanding 99 Ib uplift at . joint C and 389 Ib uplift at joint B. �now 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. 0' CE 4, )3 i 4i,,�� • .R�ZF1. 1 -- LOAD CASE(S) Standard ` `Tit& c0 s t AN P2 —� 5 S ATE OF G` P t() 1 9Q` November 21,2000 :011032 Truss Truss Type Qty PIy A10173 JS CJ ROOF TRUSS 4 1 (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Tue Nov 21 10:51:43 2000 Page 1 -2 -0 -0 5-0 -0 2 -0 -0 5 -0 -0 Scale = 1:19.7 C 7.00 12 c> B -o A 2x4 5 -0 -0 H 5 -0 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1 .25 BC 0.09 Vert(TL) 0.15 A -B > 177 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min I /deft = 240 Weight: 20 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) C = 102 /Mechanical, B=325/0-3-8., D = 48 /Mechanical Max Horz B = 207(load case 5) Max UpliftC=- 163(load case 5), B=- 220(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 56, B -C = 39 BOT CHORD B -D =0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7 -95 per SBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1 .33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 Ib uplift at joint C and 220 Ib uplift at joint B. 4) This truss has been designed with ANSI/TPI 1 -1995 criteria. ����CB'IA�i /f���0,6�� ` 011 ii LOAD CASE(S) Standard � o j / .70 � ATE 9 OF � 3 ORT � ' w G . 4 O 9 ID P November 21,2000 Job Truss Truss Type A10175 J011032 T02 ROOF TRUSS 1111 (o•tional) . • 1 S' s ep • • • i e n•ustries, nc. ue `ov 1 1 •: :4. 100 Page 1 I -2 -0 -0 I 5 -7 -11 _ I 10 -6 -4 I 14 -6 -4 I 21 -0 -8 2 -0 -0 5 -7 -11 4 -10 -9 4 -0 -0 6 -6 -4 Scale = 1:46.8 4x4 = D 1 7.00112 1 .5x4 3x5 E C H M rn B 5x8 = F N o A 3x4 3x4 = o 0 4.00112 G 5x5 = I— 7-4-0 — 14-4-8 I -- 21-0-8 —I 7 -4 -0 7 -0 -8 6 -8 -0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 VertILL) -0.12 F -G > 641 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.16 G -H >999 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.05 G n/a BCDL 10.0 Code SBC /ANS195 1st LC LL Min I /defl = 240 Weight: 99 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins. • BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) B=531/0-3-8, G = 1 135/0 -3 -8 Max Horz B – 269(Ioad case 3) Max UpliftB=- 382(load case 4), G=- 758(load case 5) Max Gray B= 572(load case 6), G= 1 135(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD A- B = =27, B -C= -811, C -D= -520, D -E= -338, E -F =478 BOT CHORD B-H=728, G- H = -468, F- G = -412 WEBS C-H=-269, D -H = 245, E -H = 752, E-G=-851 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7 -95 per SBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1 .33 „„r,uui,r„ 3) Bearing at joint(s) B considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building \ r" "'' i� designer should verify capacity of bearing surface. 4 yCc� A• p'' 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 Ib uplift at �.` ` T1F% joint B and 758 Ib uplift at joint G. . ) C�}4 G91� rlit 5) This truss has been designed with ANSI /TPI 1 -1995 criteria. = Z s LOAD CASE(S) Standard S ATE' OF `� a ; o EO Et4 \o G November 21,2000 Job Truss Truss Type Qty Ply A10177 J011032 T04 ROOF TRUSS 1 1 _ —_ (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Tue Nov 21 10:51:48 2000 Page 1 -2 -0 -0 3 -8 -13 7 -0 -0 11 -9 -8 16 -7 -0 2 -0 -0 s 3 -8 -13 3 -3 -3 4 -9 -8 4 -9 -8 Scale = 1:34.9 4x7 = 1.5x4 11 3x7 = D E F 7.00 12 1.5x4 C "Ti B - - - -_ w - _ -- -- = f1 0 0 A 0 3x5 1 H G 3x4 = 3x9 = 2x4 11 3 -8 -13 7 -0 -0 _ 11 -9 -8 16 -7 -0 t — — - I 3 -8 -13 3 -3 -3 4 -9 -8 4 -9 -8 Plate Offsets (X,Y): [B:0- 2- 3,0 -1 -8I, [D:0- 5- 4,0 -2 -4] — — — -- — LOADING (psf) i SPACING 2 -0 -0 CSI DEFL in (loc) 1 /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.07 H -I >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) 0.10 A -B >278 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(TL) 0.02 G n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min I /defl = 240 Weight: 95 Ib LUMBER BRACING TOP CHORD 2 X 4 SYF No.2D TOP CHORD Sheathed or 4 -9 -8 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7 -1 -11 oc bracing. WEBS 2 Y, 4 SYP No.3 REACTIONS (Ib /size) G=1358/0-3-0, B = 1209/0 -3 -8 Max Horz B= 275(load case 3) Max UpliftG=- 748(load case 4), B=- 757(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A -B =56, B -C= -1780, C -D= -1637, D -E = -1176, E -F= -1175, F -G= -1252 BOT CHORD B -I -1462, H -I =1418, G -H = 50 WEBS C -I -73, D -I =499, D -H = -321, E -H = -598, F -H =1508 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7 -95 per SBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1 .33 2) Provide adequate drainage to prevent water ponding. puwrurr 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 748 Ib uplift at \``�„ CE A. riiir,, // joint G and 757 Ib uplift at joint B. \.pF� p FI 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. g � , 5) Special hanger(s) or connection(s) required to support concentrated Ioad(s) 137.OIb down and 75.Olb up at 1, - = 4) 7 -0 -0 on top chord, and 286.OIb down and 1 56.51b up at 7 -0 -0 on bottom chord. Design for unspecifie6 connection(s) is delegated to the building designer. � � ' ' S ATE OF LOAD CASE(S) Standard ' ' � ' � A q.? %. C,r LOR19 1) Regular: Lumber Increase = 1 .25, Plate Increase =1.25 • S ti Uniform Loads (plf) ''' %,,, �rrrrnrw u n,�ua IDG a` ��` Vert: A-D=-54.0, D -F = -1 17.6, B -1= -20.0, G -1= -43.5 Concentrated Loads (Ib) November 21,2000 Vert: D=- 137.01 = -286.0 "' [ Job Truss Truss Type Qty Ply A10179I I J011032 T06 ROOF TRUSS 1 1 (optional) - - 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Tue Nov 21 10:51:52 2000 Page 1 j 2 -0 -0 1 1 -0 -0 i 20 -0 -0 1 26 -1 -7 31 -0 -0 3 -0 -4 2 -0-0 11 -0 -0 9 -0 -0 6 -1 -7 4 -10 -9 2 -0 -0 Scale = 1:79.6 4x4 = 5x6 = 3x4 = F G H 7.00[12 c .. -- -. 4x6 1.5x4 -_ 1.5x 11 I E in 3x5 1 m D "......, _ (O C , \ - J u� B� ,;�-._ - -- a Lo I L A 6 • 6 = `, Kio " _ o 0 N M 3x7 P Q 3x8 = 5x5 3x5 12.00[12 4.00112 1.5x4 H 5x12 = 1.5x4 11 4x5 // 3 -0 -0 19 -7 -8 ____ 23 -8 -0 31 -0 -0 I- -}- -- -- 3-0-0 16 -7 -8 4 -0 -8 7 -4 -0 Plate Offsets (X,Y): (13:0 [H:0- 3- 0,0 -1 -12] -- -- - -- LOADING (psf) 1 SPACING 2 -0 -0 CSI DEFL in (loc) 1 /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.29 L >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.80 VertITL) , -0.52 M -N > 71 5 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.33 J n/a • � BCDL 10.0 Code SBC /ANSI95 1st LC LL Min I /defl = 240 Weight: 173 Ib �._ -- LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2 -9 -3 oc purlins. BOT•CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-4 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 • REACTIONS (Ib /size) B = 1278/0 -3 -8, J = 1257/0 -3 -8 Max Horz B = 259(load case 3) Max UpliftB=- 709(Ioad case 4), J=- 601(load case 5) FORCES (lb) - First Load Case Only TOP CHORD A -B = 28, B -C = -1989, C -D = -4094, D -E = -4094, E -F = -1682, H -I = -3517, I -J =-3861, J -K =27, F- G= -1467, G- H = -1470 BOT CHORD B -P = 1660, P -Q = 0, L -M =1569, J -L = 3457, N -0 =2070, M -N =1561, 0-P-2100 WEBS 1 -L= -249, D-0=-112, C -P= -1232, E -0 =1964, C -0 =1885, H -M= -258, G -M= -147, H -L =2327 , F -N =594, G- N = -155, E -N= -691 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, uuiunr r using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an ���� H ryii q? r occupancy category 11, condition I enclosed building, with exposure C ASCE 7 -95 per SBC /ANSI95 If end . �� m ^E. A. /a. verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The �`� Si - - r " - ' -1 � Y P p i 'tii - Z - ' �' -0 lumber DOL increase is 1.33, and the plate grip increase is 1.33 v r G ' C, •'G y 3) Provide adequate drainage to prevent water ponding. ' 4) Bearing at joint(s) J considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building 14,i etiM • * = designer should verify capacity of bearing surface. _ .t ° � ' ` 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 709 Ib uplift at - f S ATE OF joint B and 601 Ib uplift at joint J. %�tis p Q 1 6) This truss has been designed with ANSI /TPI 1 -1 995 criteria. % 0 'l 4 , LORt9,4 ,r gr rru ;rnnumutu� • LOAD CASE(S) Standard November 21,2000 Job Truss Truss Type — Qty Ply I J011032 T08 ROOF TRUSS 1 1 A10181 4.201 SR1 s Sep 5 2000 MiTek Industries, s,Inc. Tue Nov 21 10:51:58 2000 Page 1 -2 -0 -9 15 -0 -0 B -010 31 -0 -0 13 -0 -? 2 -0 -0 15 -0 -0 1 -0 -0 15 -0 -0 2 -0 -0 4x10 = Scale = 1:94.3 4x4 G H 7.00 12 3x5 3x5 _ 1.5x4 11 1 3x8 3x6 --F 1.5x4 `" J Lb 6 3x5 E , r C I Lb B - r> •cr A / �., N L � O "tR N R 0 P 0 5x7 = " O S T -3x4 = 3x7 12.00 12 3x8 5x6 = 3x5 4.00112 1.5x4 11 5x12 = 1.5x4 11 4x5 // i 3 -0 -0 16 -7 -8 19 -7 -8 23 -8 -0 1 31 -0 -0 3 -0 -0 13 -7 -8 3 -0 -0 4 -0 -8 7 -4 -0 1 Plate Offsets (X,Y): (B:0 CH:0- 7- 0,0- 1 -12]_ — — -- - -- -- LOADING (psf) DEFL in SPACING 2 -0 -0 CSI (loc) I /defl 1 PLATES GRIP TCLL 20.0 Plates Increase 1.25 1 TC 0.62 TCDL 7.0 Lumber Increase 1.25 BC 0.76 Vert(TL) -0.47 N - O > 790 M1120 249/190 BCI-L 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.34 L n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min 1/deft = 240 Weight: 186 Ib — -- LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3 -1 -9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 -6 -12 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2x4 T -Brace J -0 OTHERS 2 X 4 SYP No.3 Fasten T and 1 braces to narrow edge of web with 10d common wire nails 8in o.c., with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (lb /size) B=1277/0-3-8, L=1258/0-3-8 Max Horz B = 349(load case 3) Max UpliftB=- 656(1oad case 4), L=- 653(Ioad case 5) FORCES (Ib) - First Load Case Only TOP CHORD A -B =56, B -C= -1853, C -D= -3720, D -E= -3669, E -F= -1976, F -G= -1363, H -1= -1273, I-J J -K= -3628, K -L= -3787, L -M =54, G -H= -1104 BOT CHORD B -S =1497, S -T = 0, N -0 =3304, L -N =3336, Q -R =2062, P -Q =1687, 0-P=1393, R -S = 1881 WEBS K- N = -31, E -Q= -482, D -R =22, C -S= -1119, E -R =1482, C -R =1679, F -Q =460, J -N =2182, G -P =903, F -P= -738, 1 -0 =478, J -0= -2231, I -P= -473 NOTES 1) This truss has been checked for unbalanced loading conditions. gp 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, r' -, - v . '�� using psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an \,; 7,.7—, ' r---._ - A � %- occupancy category I1, condition I enclosed building, with exposure C ASCE 7 -95 per SBC /ANSI95 If end �L t , 9 � verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The c �T . lumber DOL increase is 1.33, and the plate grip increase is 1.33 f 3) Provide adequate drainage to prevent water ponding. _ $ 1 y' - r ' * 4) Bearing at joint(s) L considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building = N ' ( ( / / �Y ff''''�� designer should verify capacity of bearing surface. SATE OF / 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 656 Ib uplift at �C t OR10Q' t. L w joint B and 653 Ib uplift at joint L. 6) This truss has been designed with ANSI /TPI 1-1995 criteria. % s 4R- yac. o nG>prdrurinr111111 H' LOAD CASE(S) Standard November 21,2000 [Job Truss Truss Type Qty Ply A101821 J011032 T09 ROOF TRUSS 2 1 (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Tue Nov 21 10:52:01 2000 Page 1 �_0 15-6-0 31-0-0 300 ' 2 -0 -0 15 -6 -0 15 -6 -0 2 -0 -0 Scale = 1:90.0 4x6 = 7.00 112 H 3x5 3x5 3x8 3x4 I 3x4 3x6 1.5x4 _ 1.5x4 II FG J K E / `II►. • L C _.ii., ,,,,, I" irti LEI B 3x5 i A , I4d 0 NI4 c� o ( S R Q P 5x7 = o 3x7 T U 3x4 = 3x8 = 5x6 3x5 _.> 12.00 F12 4.00 I 12 1.5x4 11 5x12 = 1.5x4 I I 4x5 // 3 -0 -0 13 -7 -8 16 -7 -8 23 -8 -0 31 -0 -0 3 -0 -0 10 -7 -8 3 -0 -0 7 -0 -8 7 -4 -0 _ ?late Offsets _[B - 2- _3,0 -1 -81 _ _ _ --- _ - - - -- - -- -- LOADING (psf) 1 SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLI_ 20.0 I Plates Increase 1.25 TC 0.55 Vert(LL) 0.26 0 -P >999 MI120 249/190 TCDL. 7.0 I Lumber Increase 1.25 BC 0.76 Vert(TL) -0.45 0 -P >826 1 BCLL 0.0 I Rep Stress Incr YES WB 0.74 Horz(TL) 0.33 M n/a BCDL 10.0 I Code SBC /ANSI95 L (Matrix) 1st LC LL Min I /defl = 240 Weight: 186 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3 -1 -9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6 -7 -5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2x4 T -Brace K -P OTHERS 2 X 4 SYP No.3 Fasten T and 1 braces to narrow edge of web with 10d common wire nails 8in o.c., with 3in minimurn end distance. Brace must cover 90% of web length. REACTIONS (Ib /size) B=1277/0-3-8, M = 1258/0 -3 -8 ' Max Horz B= 360(load case 3) Max UpliftB=- 648(Ioad case 4), M=- 657(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A -B =56, B -C= -1853, C -D= -3716, D -E= -3663, E -F= -1974, F -G= -1897, G -H= -1347, H -I= -1304, I -J= -1645, J-K= -1684, K -L= -3618, L -M= -3792, M -N =54 BOT CHORD B -T = 1438, T -U = 0, 0-P=3288, M -0 =3342, R -S =2067, Q -R = 1679, P -Q = 1409, S -T =1882 WEBS L -0 =-52, D -S = 30, C -T = -1 1 19, C -S = 1675, G -R = 472, K -0 =2184, E -S =1471, E R=-499, H -Q = 963, G -Q = -714, I -P = 447, I -Q = -560, K -P = -2191 NOTES 1) This truss has been checked loading 2) This truss has been des g edffor the unbalanced wind loads generated l by s 100 mph winds at 25 ft above ground level, \ \� y 3 \ � \ �C a ,1 4 . , t, # '�ii p using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an 41 IF -1 j ''% occupancy category 11, condition I enclosed building, with exposure C ASCE 7 -95 per SBC /ANSI95 If end � ` * �, I verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The = �" , . t , __ lumber DOL increase is 1.33, and the plate grip increase is 1 .33 = * O 1 3) Bearing at joint(s) M considers parallel to grain value using ANSI /TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. S ATE OF a 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 648 Ib uplift at � .� , cc�� c ,, � joint B and 657 Ib uplift at joint M. ' .e D LO �A 1$ 5) This truss has been designed with ANSI /TPI 1 -1995 criteria. ,� . LOAD CASE(S) Standard . November 21,2000 FJob Truss Truss Type Qty Ply A10183 J011032 T10 ROOF TRUSS 1 1 1 L (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Tue Nov 21 10:52:02 2000 Page 1 2 -0 -0 ,7 -11 -13 i 15 -6 -0 1 6 1 -5 -12 23 -5 -3 31 -0 -0 1 33 -0 -0 1 2 -0 -0 7 -11 -13 7 -6 -3 0 -11 -12 6 -11 -7 7 -6 -13 2 -0 -0 Scale = 1:69.6 4x7 = 7.00 12 E ii 3x4 �i 3x9 : `' e., G lifiiiih I in B J H �n l'') o . 6x6= �. IIO o 8 o 3x5 = L K 3x7 1.5x4 11 5x9 = 4.00112 7-11-13 16 -7 -8 23 -8 -0 31 -0 -0 7 -1 1 -13 8-7-11 7 -0 -8 7 -4 -0 Plate Offsets (X,Y): [B:0 -0- 12,0 -0 -61, [K:0- 6- 0,0 -2 -8) LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (Ioc) I /defl PLATES GRIP TCLL 20.0 . Plates Increase 1.25. TC 0.59 Vert(LL) 0.29 J -K > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.79 VertITL) -0.52 J -K >714 BCLL 0.0 Rep Stress lncr YES WB 0.90 Horz(TL) 0.32 H n/a BCDL 10.0 L Code SBC /ANSI95 (Matrix) 1st LC LL Min I /defl = 240 Weight: 156 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2 -1 1 -1 oc purlins. BOT CHORD 2 X 4 SYP Nc.2D *Except* BOT CHORD Rigid ceiling directly applied or 6 -5 -7 oc bracing. H -J 2 X 4 SYP rJo.1 N WEBS 2x4 I -Brace G -K WEBS 2 X 4 SYP No.3 2x4 T -Brace C -K Fasten T and 1 braces to narrow edge of web with 10d common wire nails 8in o.c., with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (lb /size) B = 1256/0-3-8, H = 1256/0 -3 -8 Max Horz B= 360(load case 3) Max UpliftB-- 658(Ioad case 4), H=- 658(Ioad case 5) FORCES (lb) - First Load Case Only TOP CHORD A -B = 56, B -C = -1814, C -D = -1 198, [)-E=-1014, E -F = -1201, F -G =-1307, G -H --3864, H -I =54 BOT CHORD B-L= 1468, K -L =1468, J -K =3411, H -J = 341 5 WEBS C -L = 187, C -K = -591 , E -K =726, G -J = 2274, G -K = -2565 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, o �patlotiI'r�' ^up using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an � ",acB 1... '�' occupancy category II, condition I enclosed building, with exposure C ASCE 7 -95 per SBC /ANSI95 If end �``" -' -�. '=q verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The , c I G9�. l .� lumber DOL increase is 1.33, and the plate grip increase is 1.33 y_ -' .0 ; 3) Bearing at joint(s) H considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Bui:ding ,--:.....= f -N designer should verify capacity of bearing surface. _ * �k' . 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 658 Ib uplift at `� ( ( /► ' joint B and 658 Ib uplift at joint H. �� STATE OF 5) This truss has been designed with ANSI /TPI 1 -1995 criteria. % / G' r , . 9,jl. '\\� LOAD CASE(S) Standard - r R r I u u of \ \ \\ \� November 21,2000 J ° Truss Truss Type Qty Ply A10184 J011032 T11 ROOF TRUSS 1 1 (optional) & x ox/E060/ElOw03o0m/E0/E0 , w = 1000Az0tx" %o00Azo1 BZ•f, SR1 s Sep 5 2000 MiTek Industries, Inc. Tue Nov 21 10:52:04 2000 Page 2 LOAD CASE(S) Standard ' 1) Regular: Lumber Increase = 1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: A -E _ -1 14.0, E -H = -1 14.0, A -J = -20.0, I -J = -20.0, H -I = -20.0 Tab Truss Truss Type Qty Ply A10185 J011032 T12 ROOF TRUSS 7 1 (optional) 4.201 SR1 s Sep 5 2000 MiTeI< Industries, Inc. Tue Nov 21 10:52:05 2000 Page 1 1 5 -6 -9 1 _ 10.5_12 1 12 -5 -12 18 -4 -1 I 24 -11 -8 5 -6 -9 4 -11 -3 2 -0 -0 5 -10 -5 6 -7 -7 Scale = 1:52.9 5x6 = 1.5x4 II D ON 7.00 C )5 . A G F Lo 5x6 = u, _ if ., ± Id- 0 = o 3x4 = H 3x5 5x8 = 4.00 12 10 -7 -8 _ 17 -7 -12 24 -11 -8 10 -7 -8 7 -0 -4 7 -3 -12 Aki date Offsets (X,Y): (F:0 -1- 10,0- 0- 11],[H:0- 5-4,0 -2 -8] _ LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I!defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC C.62 Vert)LL) 0.19 G >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 VertITL) -0.60 A -H >491 BCLL 0.0 Rep Stress Incr YES WB 0.66 Florz(TL) 0.20 F n/a BCDL 10.0 Code SBC /ANSI95 1st LC LL Min I /defl = 240 Weight: 122 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3 -3 -7 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 7 -2 -11 oc bracing. G -H 2 X 4 SYP No.3 WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) A=913/0-3-8, F = 913/0 -3 -8 Max Horz A=- 285(load case 2) Max UpliftA=- 390(load case 4), F=- 390(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A -B= -1285, B -C= -1030, C -D= -1030, D -E= -2676, E -F= -2830 BOT CHORD A -H = 1098, G -H = 872, F -G = 2547 WEBS B -H = -246, C-H=-191, D -H =234, D -G =2059, E -G = -233 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7 -95 per SBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The ����a"jj lumber DOL increase is 1.33, and the plate grip increase is 1.33 �:` "�SCF 1 A.�4;,� , 3) Bearing at joint(s) F considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building �j'r'I ' designer should verify capacity of bearing surface. • v G 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 390 Ib uplift at ., joint A and 390 Ib uplift at joint F. _ 1 7 5) This truss has been designed with ANSI /TPI 1 -1995 criteria. h! r • II S ATE OF o LOAD CASE(S) Standard �%.� �L ORI9, :e` i�' O /, 2 ED u`1 G���` November 21,2000 Job ITruss Truss Type Qty Ply A10186 J011032 T13 ROOF TRUSS 1 1 I (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Tue Nov 21 10:52:06 2000 Page 1 2 -0 -0 6 -1 -11 11 -9 -14 17 -6 -0 20 -7 -0 1 I --I 2 -0 -0 6 -1 -11 5 -8 -2 5 -8 -2 3 -1 -0 Scale = 1:73.5 7x8 7.00112 H 3x5 H 4././1/./.•••• 3x4 % FG 3x4 - - , E N D '' ' : 2x4 1 in ��1� 2x4 11 3x4 - C f A it/ 1 0 3x4 = 0 NM L K J 4x8 H 2x6 // 3x4 = 3x7 = 7x10 = 1 4-1-12 11-9-14 20-7-0 _ 4 -1 -12 7 -8 -2 8 -9 -2 Plat fsets (X,Y): E3:0- 1- 9,Edge1, EB:0- 0- 12,Edge1, fH:0- 2- 8,Edge1, EL:0 = O0 -2 -01 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 1 TC 0.53 Vert(LL) 0.10 .J -L >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 1 BC 0.51 Vert(TL) -0.15 J -L > 999 BCLL 0.0 Rep Stress Incr NO 1 WB 0.67 HorzITL) -0.01 J n/a BCDL 10.0 Code SBC /ANSI95 L (Matrix) 1st LC LL Min I /defl = 240 Weight: 207 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. J -K 2 X 4 SYP No.3 WEBS WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) B=286/4-3-8, M = 1725/4 -3 -8, J=1041/0-3-0, N = - 264/4 -3 -8, 0=186/4-3-8 Max Horz B = 580(load case 3) Max UpliftB=- 220(load case 4), M=- 782(load case 4), J=- 565(load case 4), N=- 264(load case 1), 0=- 62(load case 5) Max Gray B = 287(load case 6), M = 1725(load case 1), J = 1041 (load case 1), 0 = 187(Ioad case 6) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 1 16, B -C =425, C -D =697, D -E _ -941 , E -F = -785, F -G = -736, G -H = -949, H -I =104, I -J = -104 BOT CHORD B -0= -466, N -0 = -466, M -N= -466, L -M =444, K -L =267, J -K =267 WEBS D -M= -1694, D -L =272, G•L= -451, H -L =811, H -J= -892, F -L= -214 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, 0 ,0 0H411 'uot o using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an `` -.ICE A. " occupancy category II, condition I enclosed building, with exposure C ASCE 7 -95 per SBC /ANSI95 If end ' °' ��''. ..2.‘' fIF. `'\:r verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The � � C O Q c� '�.� - % ; lumber DOL increase is 1.33, and the plate grip increase is 1 .33 `• t L 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face) _ ! ��'� t. see MiTek "Standard Gable End Detail" ', ' — j * i'r. All plates are 1 .5x4 M1120 unless otherwise indicated. = % _ ' 5) Gable studs spaced at 1 -4 -0 oc. S� SLATE OF t� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 220 Ib uplift at • % G` F L OR1 - joint B, 782 Ib uplift at joint M, 565 Ib uplift at joint J, 264 Ib uplift at joint N and 62 Ib uplift at joint 0. ` o° 7) This truss has been designed with ANSI /TPI 1 -1995 criteria. '1 " %ioniiI i$1100`' 8) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails. 9) GABLE TRUSS SUPPORTS 24" MAX. RAKE OVERT -FANG. November 21,2000 LOAD CASEIS) Standard 1) Regular: Lumber Increase = 1.25, Plate Increase = 1 .25 Uniform Loads (plf) Vert: A -H = -1 14.0, H -I = -1 14.0, B -J = -20.0 'Job Truss Truss Type Qty Ply 1 A10187 J011032 T14 ROOF TRUSS 7 1 (optional) 4.201 SRI s Sep 5 2000 MiTek Industries, Inc. Tue Nov 21 10:52:07 2000 Page 1 . 2 -0 -0 6 -1 -11 11 -9 -14 I 17 -6 -0 20 -7 -0 1 2 -0 -0 6 -1 -11 5 -8 -2 5 -8 -2 3 -1 -0 Scale = 1:71.5 4x7 = 7.00112 F 1.5x4 II s:� 1.5x4 H I E 3 x 4: a, ro C ', a a) co' • In B [tIA — I 0 3x4 = J I H 3x8 = 3x4 = 3x4 = ,, 11-9-14 1 - 20-7-0 11-9-14 8 -9 -2 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 . Plates Increase 1.25 TC 0.85 Vert(LL) 0.04 J >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.82 Vert(TL) -0.44 B -J >560 BCLL 0.0 Rep Stress Incr YES WB 0.60 ' Horz(TL) 0.01 H n/a BCDL 10.0 Code SBC /ANSI95 1 st LC LL Min I!defl = 240 Weight: 134 16 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 7 -9 -8 oc bracing. H -I 2 X 4 SYP No.3 WEBS 1 Row at midpt F -J, G -H, F -H WEBS 2X4SYPNo.3 REACTIONS (lb/size) B = 871/0-3-8, H = 751/0-3-0 Max Horz B= 600(load case 3) Max UpliftB=- 499(Ioad case 4), H=- 412(Ioad case 4) FORCES (lb) - First Load Case Only TOP CHORD A -B =28, B -C= -919, C -D= -621, D -E= -621, E -F= -621, F•G =0, G -H = -79 BOT CHORD B -J = 786, 1 -J = 168, H -I = 168 WEBS C -J = -292, E -J = -310, F -J = 760, F -H = -609 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind Toads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead !oad, in the gable end roof zone on an occupancy category 11, condition 1 enclosed building, with exposure C ASCE 7 -95 per SBC /ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 499 lb uplift at ��'�a�i ,a��nni`r�Myc e joint B and 412 lb uplift at joint H. •, 4 „, 4 - 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. ? g K 1Yi t. 1 5) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -10d nails. _ ye G tts 1 e - t LOAD CASE(S) Standard • i 'P S ATE OF. '' ••?- F LOR t9j � � November 21,2000 Job Truss Truss Type Qty Ply J011032 T16 DROP TC GABLE 1 1 A10189 - -- — - (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Tue Nov 21 10:52:10 2000 Page 1 I- - -2-0-0 - I 7 -4 -0 I -- 14 -8 I 16 -8 -0 I 2 -0 -0 7 -4 -0 7 -4 -0 2 -0 -0 Scale = 1:39.1 1.5x4 II 1.5x4 II 3x6 - D 7.00112 1.5x4 H a 1.5x4 II a 3x4 3xE C � K J I r> H --------- `: co B — 1 ' L 3x4 = .5x4 II i\ F `" 1.5x4 II 'n o A v... avv.. ovv... ay.... • ,• :•• r.... rr.... , ••• a.. ••...o ..... r.. a...... ay.. •:•:* %a 4x8 11 4.00 1 1125x4 II 1.5x4 II 4x8 II 3x6 3x6 14 -8 -0 - — 14-8-0 i _PlateDffsets (X,Y): [13:0- 6- 6,Edge ], [6:0- 9- „Edge), [D:0- 3- 0,Edgel, [F:0- 6- 6,Edge1, [F:0- 9- 8,Edge1 — LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 � Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.26 1 Vert(TL) 0.07 A -B >349 BCLL 0.0 Rep Stress incr YES WB 0.00 Horz(TL) 0.01 F n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min I /defl = 240 Weight: 66 Ib — — — — LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb /size) B= 400/14 -8 -0, F= 400/14 -8 -0, J= 411/14 -8 -0, K =- 158/14 -8 -0, L=207/14-8-0,1=-158/14-8-0, H= 207/14.8 -0 Max Horz B = 170(Ioad case 4) Max UpliftB=- 356(load case 4), F=- 412(load case 5), J=- 148(Ioad case 4), K =- 171(load case 6), L=- 48(Ioad case 4), 1=- 171(load case 7), H=- 47(load case 5) Max Gray B = 400(load case 1), F = 400(load case 1), J = 41 1 (load case 1), K = 81(Ioad case 4), L = 225(1oad case 6), 1= 85(load case 5), H = 225(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 52, B -C = -508, C -D = -430, D -E = -430, E -F = -508, F -G =52 BOT CHORD B -L =421, K -L = 363, J -K =417, I -J = 417, H -I = 363, F -H =421 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof one on an occupancy category II, condition 1 enclosed building, with exposure C ASCE 7 -95 per SBC /ANSI95 If end ,���Nhmi1)aeill v verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The 4C.., A, , '9,,, lumber DOL increase is 1.33, and the plate grip increase is 1 .33 � A, 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face) TIFr -s r see MiTek "Standard Gable End Detail” ; y j G A 4) Gable requires continuous bottom chord bearing. - ' _ 5) Gable studs spaced at 1 -4 -0 oc. f MH,PY * e 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 356 Ib uplift zit < l joint B, 412 Ib uplift at joint F, 148 Ib uplift at joint J, 171 Ib uplift at joint K, 48 Ib uplift at joint L, 171 Ib S ATE OF a uplift at joint I and 47 Ib uplift at joint H. �c AL Q„! 7) Th truss has been designed with ANSI /TPI 1 -1995 criteria. i OR19f+` % LOAD CASE(S) Standard November 21,2000 Job Truss Truss Type Qty Ply A10191 J011032 T19 ROOF TRUSS 1 1 ,_- — (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Tue Nov 21 10:52:12 2000 Page 1 -2 -0 -0 3 -8 -13 7 -0 -0 11 -6 -8 16 -1 -0 20 -5 -12 24 -3 -12 31 -1 -7 35 -0 -0 37 -0 -0 1 I— — 1 + I --1 I — I I 1 2 -0 -0 3 -8 -13 3 -3 -3 4 -6 -8 4 -6 -8 4 -4 -12 3 -10 -0 6-9-11 3 -10 -9 2 -0 -0 Scale = 1:66.4 4x7 — 1.5x4 11 3x4 = 3x8 = 1.5x4 11 3x4 - 4x4 — 7.00 ,12 D E F G H 1 J 1.5x4 �� C = :. 3x5K S� `n ° 11.) rn B / � O �� L n 1 o V ;. - — -- -- m —T x4 = 5x8 _= N �IV>< _ 1 T S R Q p 1.5x4 II 3x4 o 3x4 = 3x8 = 3x4 = 4.00 12 1.5x4 11 5x12 M1120H— 3 -8 -13 7 -0 -0 11 -6 -8 16 -1 -0 20 -7 -8 24 -3 -12 31 -1 -7 35 -0 -0 I — 4 1-- I I - t — — — I — — i — { 3 -8 -13 3 -3 -3 4 -6 -8 4 -6 -8 4 -6 -8 3 -8 -4 6 -9 -11 3 -10 -9 'late Offsets_(X,Y): [1 -1- 12,0 -0 [D:0-5-4,0=2 [P:0- 9- 0,0 -2 -81 — , LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) -0.30 0 -P >573 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.78 Vert(TL) . -0.22 0 -P >793 MII20H • 187/143 BCLL 0.0 Rep Stress Incr NO WB G.58 HorzITL) 0.04 P n/a BCDL 10.0 1 Code SBC /ANSI95 1st LC LL Min 1 /defl = 240 - Weight: 192 Ib . L —i LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D`Except* TOP CHORD Sheathed. D -F 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5 -1 -14 oc bracing. BOT CHORD 2 X 4 SYP No.3 *Except' WEBS 2x4 T -Brace G-P B -Q 2 X 4 SYP No.2D Fasten T and !braces to narrow edge of web with 10d WEBS 2 X 4 SYP No.3 common wire nails 8in o.c., with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (lb /size) B= 1394/0 -3 -8, P= 2836/0 -3 -8, L= 315/0 -3 -8 Max Horz B=- 177(load case 5) Max UpliftB= =- 888(load case 4), P=- 1434(load case 4), L=- 494(load case 5) Max Gray B = 1431 (load case 6), P= 2836(Ioad case 1), L = 325(load case 7) FORCES (lb) - First Load Case Only TOP CHORD A -B = 28, B -C = -2102, C -D = -1954, D -E = -1520, E -F = -1520, F -G = -1 520, G -H = 1166, H -I = 1 166, 1 -J =302, J -K =279, K -L = -228, L -M =27 BOT CHORD B -T =1787, S -T =1705, R -S == 543. Q -R 543, P -Q = 543, 0 -P = -793, N -0 =204, L -N =204 WEBS C -T= -122, D -T =564, D -S= -250, E -S= -530, G -S =1324, G -R =194, G -P= -2350, H -P= -362, K -N =72, I -P = -607, J -0 =-330, K-0 =-434, 1 -0 =513 NOTES ` „tv „ . ;� J'u4u�;�. 1) This truss has been checked for unbalanced loading conditions. : ∎`��CE ii . . ' ,, 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, \ � � SIF / -: using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an 'r . C occupancy category II, condition I enclosed building, with exposure C ASCE 7 -95 per SBC /ANSI95 If end ; n ,\ verticals or cantilevers exist, they are exposed to wind. If perches exist, they are not exposed to wind. The = ; ,- lumber DOL increase is 1.33, and the plate grip increase is 1 .33 = - p it �D g * 3) Provide adequate drainage to prevent water ponding. .- k 4) All plates are M1120 plates unless otherwise indicated. ATE OF • f ;' p p; ` - 5) Bearing at joint(s) L considers parallel to grain value using ANSI /TPI 1 1995 angle to grain formula. Building � .�Ogt .4 designer should verify capacity of bearing surface. '% �' , 7. - w _ ,c ** ' _,• . 6) Provide mechanical connection (by others) of truss to bearing plate capable 9 uplift at late ca able of withstanding 888 Ib u li ft %� �n joint B, 1434 Ib uplift at joint P and 494 Ib uplift at joint L. • , ? ` :� 0, 7umuiu 0 p \ 7) This truss has beer, designed with ANSI /TPI 1 -1995 criteria. Novornner 21,2000 8) Special hanger(s) or connection(s) required to support concentrated load(s) 235.OIb down and 128.61b up at 7 -0 -0 on top chord, and 331 .OIb down and 181 .1 Ib up at 7 -0 -0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard Continued on page 2 70� Truss Truss Type Qty Ply A10191 J011032 T19 ROOF TRUSS 1 1 (optional) & x ox/e60/ED , w = 1O00Agtx" %o0DAzo1 SR1 s Sep 5 2000 MiTek Industries, Inc. Tue Nov 21 10:52:12 2000 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: A-D=-54.0, D -H = -1 17.6, H-J=-54.0, J-M=-54.0, B -T = -20.0, P -T = -43.5, 0 -P = -20.0, L -0 =-20.0 Concentrated Loads (lb) Vert: D= -235.0 T= -331.0 • r Job Truss Truss Type Qty Ply J011032 T20 ROOF TRUSS 1 1 A10192 (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Tue Nov 21 10:52:14 2000 Page 1 I - 2 -0 -0 4 8 1 { 4-8-13 9 -0 -0 14 -9 -12 I I 20 -5 -12 26 -0 -0 2-0-0 4 -8 -13 4 -3 -3 5 -9 -12 I I I 30 -1 -7 I 35-0-0 1 37 -0 -0 5 -8 -0 5 -6 -4 4 -1 -7 4 -10 -9 2 -0 -0 Scale = 1:66.4 4x4 = 3x4 - 1.5x4 II 5x5 = D 7.00PI2 E F G 1.5x4 ra .\ Lb C 1.5x4- r. rc, In ti) Lrct H v 3x4 - ,; 5x5 - J II. _ 1 N M L o 3x4 3x8 - 4x6 _ 6x12 - 4.00112 900 • F- 20 -7 -8 1 26 -0 -0 27 -8- 35 -0 -0 9-0-0 11 -7 -8 5 -4 -8 1 -8 -0 7 -4 -0 I date Offsets (,Y): =jG _0- 2=$,0 -2 -1), [[L:0- 6- 0,0 -1 -11 ] - _- LOADING (psf) SPACING 2-0-0 CSI DEFL in - -- - TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.29 (f K -L >590 M1120ES GRI P TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.30 L -N > 816 249/190 BCLL 0.0 I Rep Stress Incr NO WB 0.78 Horz(TL) 0.03 I n/a BCDL 10.0 Code SBC /ANSI95 LC L 1st LL Min I /defl = 240 - -- I--- - - - - -- Weight: 198 Ib LUMBER BRACING - TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD 2 X 6 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing, K -L 2 X 4 SYP No.3, I -K 2 X 4 SYP No.3 Except: WEBS 2 X 4 SYP No.3 6-0-0 oc bracing: K-L. WEBS 2x4 T -Brace E -L Fasten T and 1 braces to narrow edge of web with 10d common wire nails 8in o.c., with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (Ib /size) B= 790/0 -3 -8, L=1958/0-3-8, 1= 401 /0 -3 -8 Max Horz B = 212(load case 3) Max UpliftB=- 562(load case 4), L = -991 (load case 5), 1=- 544(load case 5) Max Gray B= 849(load case 6), L= 1958(Ioad case 1), I = 412(Ioad case 7) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 29, B -C = -901, C -D = -665, D -E = -576, E -F = 689, F -G =689, G -H =8, H -1= -360, I -J - 27 BOT CHORD B -N = 774, M -N = 110, L -M =110, K -L = -152, I -K =322 WEBS C -N = -2.31, D -N = 59, E -N = 634, E -I. = -1089, F -L = -303, G -K =281, H -K = -316, G -L =-749 NOTES ��i�nsanu' HtgUi 1) This truss has been checked for unbalanced loading conditions. r'' i ii. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, ti � . C F � A."'a y , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an 4 � Z1FI�'gl: occupancy category If, condition I enclosed building, with exposure C ASCE 7 -95 per SBC /ANSI95 If end _? v G - <r'1Ct. verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. Tie ' lumber DOL increase is 1.33, and the plate grip increase is 1 .33 _ !� r 3) Provide adequate drainage to prevent water ponding. % - 4) Bearing at joint(s) I considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building / S ATE OF / . designer should verify capacity of bearing surface. ' 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 562 Ib uplift at C>,5, �LOR:�e'�\ joint B, 991 Ib uplift at joint L and 544 Ib uplift at joint I. °.,, ED 6) This truss has been designed with ANSI /TPI 1 -1995 criteria. �' ununnia« " °° \ November 21,2000 LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.25, Plate Increase = 1.25 Uniform Loads (plf) Vert: A -D = -54.0, D -G =-54.0, G -J = -54.0, B -N = -20.0, L -N = -50.0, K -L = -20.0, I -K =-20.0 Job — \Truss Truss Type Qty Ply A10193 J011032 IT21 ROOF TRUSS 1 1 (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Tue Nov 21 10:52:15 2000 Page 1 -2-0-0 _ 5 -8.13 1 11 -0 -0 _ 1 15 -9 -12 1 20 -5 -12 1 24 -0 -0 29 -1 -7 35 -0 -0 37 -0 -0 2 -0 -0 5 -8 -13 5 -3 -3 4 -9 -12 4 -8 -0 3 -6 -4 5 -1 -7 5 -10 -9 Sc = 1:66.4 6x6 = 2x4 11 6x6 = D E F 1.5x4 11 - is — 8 1 7.00112 C 1.5x4 1. G .. � co j �� C 7 J H ' 1 N Lc? B ' 5x6 — I IC - - o q / 1 s 3x4 O 3x6 N M L K 3x4 = 4x6 = 6x12 MII20H= 4.00112 11 -0 -0 20 -7 -8 x_24 -0 -0 1 27 -8 -0 1 35_0 0 11-0-0 9 -7 -8 3 -4 -8 3 -8 -0 7 -4 -0 Pate Offsets (X,Y): [ D: 0- 3- 0, 0- 2- 51, TF :0- 3 0,0 2- 5 ],[K: 0- 6- 0,0 -1 -11] LOADING (psf) SPACING 2 -0 -0 C SI DEFL i (loc) I /defl P LATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 VertILL) 0.23 K -M >999 M1120 249/190 TCDL 7.0 i Lumber Increase 1.25 BC 0.71 VertITL) -0.41 K -M >595 MII20H 187/143 BCLL 0.0 1 Rep Stress Incr NO WB 0.86 Horz(TL) 0.02 H n/a BCDL 10.0 i Code SBC /ANSI95 (Matrix) 1st LC LL Min I /defl = 240 1 Weight: 209 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 5 -5 -15 oc purlins. D -F 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6 -0 -0 oc bracing. BOT CHORD 2 X 6 SYP No.2 *Except* WEBS 2x4 T -Brace D -K J -K 2 X 4 SYP No.2D, H -J 2 X 4 SYP No.3 Fasten T and I braces to narrow edge of web with 10d WEBS 2 X 4 SYP No.3 common wire nails 8in o.c., with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (Ib /size) B=810/0-3-8, K = 2027/0 -3 -8, H=375/0-3-8 Max Horz B= 256(load case 3) Max UpliftB=- 601(load case 4), K =- 975(load case 5), H=- 535(Ioad case 5) Max Gray B = 890(load case 6), K = 2027(load case 1), H = 387(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 59, B -C = -1054, C -D =-972, D -E = 539, E -F =538, F -G =180, G -H = -259, H -I =54 BOT CHORD B -N =807, M -N = 807, L -M =428, K -L =428, J -K = -354, H -J =191 WEBS E -K = -469, F -J =308, G -J = -310, D -K = -1163, F -K = -476, C -M = -264, D -M =886 NOTES 1) This truss has been checked for unbalanced loading conditions. FL �uu + +,�,�������� 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, N ,0 , v , : h using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an 1.5----.4 'n A. 6/ occupancy category II, condition I enclosed building, with exposure C ASCE 7 -95 per SBC /ANSI95 If end \11,FIr 1 verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The T, 4.' lumber DOL increase is 1 .33, and the plate grip increase is 1 .33 * # � 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. = 1 5) Bearing at joint(s) H considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building ( S ATE OF i designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 601 Ib uplift at , C'' OR %)' joint B, 975 Ib uplift at joint K and 535 Ib uplift at joint H. /// BRED E,yG\\\ 7) This truss has been designed with ANSI /TPI 1 -1995 criteria. in " "uni+i++n+u "' November 21,2000 LOAD CASEIS) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: A -D= -54.0, D -F= -54.0, F -I= -54.0, B -N= -20.0, K -N= -50.0, J -K= -20.0, H -J= -20.0 sty A10194 - Truss Type Job 1 J011032 ROOF TRUSS (ptional) 4 •1 s ep i e n• ust ries, Inc. Tue Nov 1 10:5 :1. s es Page 1 16 -1 -12 20-7-0 6-2-13 12 0 — t?00 +. -- f -0-593 4-1-12 454 Scale = 1:50.7 2 -0 -0 6 -2 -13 5x5 = 1.5x4 II E D ': 1.5x4 II 7.00 r1 2- C Lo 4 r ill i � n r B gi i �L J co o A co G F 3x4 = H 3x4 = 5x6 = 4x4 = 12-0-0 20 -7 -0 - -_ � I--- 12 -- 8 -7-0 Plate Offsets (X,Y): [D:0- 2- 8,0 -2 -1] LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) 1 /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) -0.23 F -H >999 M1120 249/190 TCDL 7.0 1 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.53 F -H >463 BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.01 F n/a BCDL 10.0 Code SBC /ANSI95 1st LC LL Min 1/deft = 240 Weight: 128 Ib -- - -- — -------------- - LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORE) Sheathed or 5 -5 -3 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.1D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2x4 T -Brace E -F, D -F Fasten T and 1 braces to narrow edge of web with 10d common wire nails 8in o.c., with Sin minimum end distance. Brace must cover 90% of web length. REACTIONS (Ib /size) F=1021/0-3-0, B = 1005/0 -3 -8 Max Horz B = 445(load case 3) Max UpliftF=- 593(load case 4), B=- 616(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A -B =29, B -C= -1245, C -D= -1243, D -E =0, E - - 228 BOT CHORD B -H =1072, G - = 552, F - = 552 4y 51 =�89 NOTES 1) This truss has been using 5.0 designed for the occupancy top chord dead to wind lo ad s verticals cy category II, c g lumber or cantilevers condition en dlo ' psf b o by ) pp m h WEBS D F= 71 6. C 2 ) Pro vide DOL incr exi st , the sed bui ldin chord de p wind ease ' 3) Pr adeq is 1.33 Y are eX p 9, w I I . 11 3d a ri 1 11 � �� �r� i��' ' !Ii 4 Job Truss Truss Type Qty Ply A10194 J011032 T22 ROOF TRUSS 1 1 (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Tue Nov 21 10:52:16 2000 Page 1 X 2-0 -0 • I 6 -2 -13 I 12 -0 -0 I 16 -1 -12 __ 20 -7 -0 2 -0 -0 6 -2 -13 5 -9 -3 4 -1 -12 4 -5 -4 Scale = 1:50.7 5x5 1.5x4 II D E • ■ 7.00 11 2 1 .5x4 11 A N \ N I C I N NNN 1 Lo v ,n B J II o 3x4 = H G F 3x4 = 5x6 = 4x4 = 1- 12 -0 -0 __ - I _ 20 -7 -0 H 12 -0 -0 8 -7 -0 Plate Offsets (X,Y): 0 -2 -8, ] _ -- _ — _ LOADING (psi') 1 SPACING 2 -0 -0 CSI DEFL in (loc) I /defl I PLATES GRIP TCLL 20.0 I Plates Increase 1.25 TC 0.80 Vert(LL) -0.23 F -H >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.53 F -H >463 BCLL 0.0 Rep Stress Incr NO WB 0.68 HorzITL) 0.01 F n/a BCDL 10.0 Code SBC /ANSI95 1st LC LL Min I /defl = 240 1 Weight: 128 Ib - - - - - - -- - -_ - -_ — -- LUMBER BRACING _ TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5 -5 -3 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.1D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2x4 T -Brace E -F, D -F Fasten T and 1 braces to narrow edge of web with 10d common wire nails 8in o.c., with In minimum end distance. Brace must cover 90% of web length. REACTIONS (Ib /size) F=1021/0-3-0, B = 1005/0 -3 -8 Max Horz B = 4451load case 3) Max UpliftF=- 593(Ioad case 4), B= -616(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 29, B-C=-1245, C-D=-1243, D -E = 0, E -F = -228 BOT CHORD B -H = 1072, G -H = 552, F -G = 552 WEBS D -F = -7' 6, C -H = -315, D -H =889 NOTES 1) This truss has been designed for the wind Toads generated by 100 mph winas at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7 -95 per SBC /ANSI95 If end uu .40 N 11 i!% -„ , verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not axposed'to wind. The , c,E .A ." /,,,, , • lumber DOL increase is 1.33, and the plate grip increase is 1 .33 °^^" ,,::"'SIr 9 j 2) Provide adequate drainage to prevent water ponding. 4 ry 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 593 Ib uplift at � joint F and 616 Ib uplift at joint B. _ ! r, 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. .1. 'VI' A� •, TE Or_ } , LOAD CASE(S) Standard %,C'IS .4't, �, ORO 1 1) Regular: Lumber Increase = 1 .25, Plate Increase =1.25 T�, Uniform Loads (plf) /ip,�'`I� ° �� Vert: A -D = -54.0, D -E _ -54.0, B -H = -20.0, F -H = -50.0 4niunn:nuu u � November 21,2000 IJob Truss Truss Type Qty Ply A10195 J011032 T23 ROOF TRUSS 1 1 (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Tue Nov 21 10:52:17 2000 Page 1 -2=0 -0 I 7 -2 -13 I 14 -0 -0 __ 20 -7 -0 2 -0 -0 7 -2 -13 6 -9 -3 6 -7 -0 Scale = 1:57.8 5x5 = 1.5x4 II D E i 7.00 | 12 1.5x4 II co 00 ,n B o A 8 III ; - 3x4 - H G F 3x4 = 4x6 = 4x4 = 7 -2 -13 14 -0 -0 20 -7 -0 7 -2 -13 6 -9 -3 6-7-0 la eOffsets (X,Y): (D O 0 -2 -1 ] — " LOADING (psf) SPACING --- 2 -0 -0 CSI I DEFL in (Ioc) 1 /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) -0.24 F -H >996 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -0.55 F -H >444 BCLI. 0.0 Rep Stress Incr NO WB 0.65 ! Horz(TL) 0.01 F n/a BCDL 10.0 Code SBC /ANSI95 I I 1st LC LL Mini/clef' = 240 Weight: 133 Ib L LUMBER BRACING ' TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed of 5 -2 -13 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7 -5 -9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2x4 T -Brace E -F, D -H, D -F Fasten T and 1 braces to narrow edge of web with 10d common wire nails 8in o.c., with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (Ib /size) F=1018/0-3-0, B = 1000/0 -3 -8 Max Horz B= 514(Ioad case 3) Max UpliftF=- 604(load case 4). B=- 600(Ioad case 4) FORCES (lb) - First Load Case Only TOP CHORD A -B =29, B -C= -1215, C -D= -1213, D -E =0, E -F= -174 BOT CHORD B -H = 1047, G-H = 407, F -G = 407 WEBS C- H = -369, D -H =1001, D-F =-655 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7 -95 per SBC /ANSI95 If end � ���uem"' ff( f«a,;, ,� f � verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The \ Q - A. O i -. lumber DOL increase is 1.33, and the plate grip increase is 1.33 _ ZIF - 2) Provide adequate drainage to prevent water ponding. � ° # Gy �'� es � ' 3) Prov mechanical connection (by others) of truss to bearing plate capable of withstanding 604 Ib uplift at '� ! F , . joint F and 600 Ib uplift at joint B. _ t 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. _ * 0 t LOAD CASEIS) Standard � A t ATE OF �\ 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 l ' \\ Uniform Loads (plf) '�i// oo 1 D \,„\\ Vert: A- D = -54.0, D -E= -54.0, B -H= -20.0, F -H= -50.0 November 21,2000 [Job Truss Truss Type Qty Ply A10196 J011032 T24 ROOF TRUSS 1 1 (optional) 4.201 SR1 s Sep 5 2000 MiTek Industries, Inc. Tue Nov 21 10:52:18 2000 Page 1 8. 2-13 - -_ 1 16 -0 -0 19-0-0 ?0-7-9 2 -0 -0 8 -2 -13 7 -9 -3 3 -0 -0 1 -7 -0 Scale = 1:65.7 5x7 = 7.00112 3x5 = E F 3x5 H ] in G 3x4 • : - 1.5x4 II / \ D i C in �, Ch co ' • O) OD -- 1 / Lc) B 1 3x6 J I H 3x5 = 4x6 = 4x6 = 1 _8 -2 -13 — 16 -0 -0 + 19 -0 -0 ?0 -7 -9 8 -2 -13 7 -9 -3 3 -0 -0 1 -7 -0 Plate Offsets (X,Y): 0- 4- 8,0 -2 -0], (F:0- 3- 0,- 1-1 -4] • LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl • PLATES GRIP TCLL 20.0 Plates Increase 1.25 i TC 0.75 Vert(LL) 0.31 H-J >791 M1120 249/190 TCDL 7.0 Lumber Increase 1 .25 BC 0.71 Vert(TL) -0.44 H -J >559 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.01 H n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min I /defl = 240 Weight: 138 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5 -1 -14 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2x4 T -Brace G -H, E -J, E -H Fasten T and I braces to narrow edge of web with 10d common wire nails 8in o.c., with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (lb /size) B=987/0-3-8, H = 1000/0 -3 -0 . Max Horz B= 563(Ioad case 3) Max UpliftB=- 588(Ioad case 4), H=- 562(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A -B =59, B -C= -1402, C -D= -1399, D -E= -1289, E- F = -31, F- G = -75, G -H = -95 BOT CHORD B -J =1112, I -J = 331 , H-1= 331 WEBS C -J = -433, E -J =1218, E -H = -698 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using anc category enclosed building, chord dead C ASCE 7 95 load, gable � � n\. a, � 111'I'll �r� /fi / // occupancy Y 9 Y 1 c ondition I g, with exposure per SBC /ANSI95 If end ��' C -- verticals or cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. : ne r `` 1r � -- � ° q lumber DOL increase is 1.33, and the plate grip increase is 1.33 , - 'Ij ' 'l. I CA 1 .� 3) Provide adequate drainage to prevent water ponding. y' ? �' 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 588 Ib upI t at L = joint B and 562 Ib uplift at joint H. t ) ,� * 5) This truss has been designed with ANSI /TPI 1 -1995 criteria. - ` (( 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2 -10d n.:ils. ` :P, S r =` 1 LOAD CASE(S) Standard - „,. �r`R= <\ \\\\\�� • 1) Regular: Lumber Increase = 1.25, Plate Increase = 1.25 =„ . _ nn "n u^iiu'o Uniform Loads (plf) l � a N ovember 21,2000 Vert: A -E _ -54.0, E -F = -54.0, F -G = -54.0, B -J = -20.0, H -J = -50.0 s. •