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Permits 1468 Laurel Way (vault folder) w E WORK .TOB ADDRE 4 l�� P.ROPE.RTF O TELEPHONE CONTRACTOR DATE CI3DNS: FDt�T1NG BVSPE L, G , � � is-a--3 �a Z FR� yGo 17P y �rsr�ATroN � • ENAL BUff D G CERTff 7CATE OF OCCUPAN CAL P� � � , FLECl Sr I ILS 0.3 Serf INSPECII'ONS RDD 1 'j,ffC$ArncAL PEWIR LVSFELTIONS FINAZ PLMWB G PEx� . DiSPECITONS ROUGWU I'DI'O 2- -7/0 FINAL . IVOTM moo �vr�i p CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD ' ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029100 Date 10/07/04 Property Address . . . . . . 1468 LAUREL WAY Application description . . . RIGHT OF WAY PERMIT Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ PURSELL, GREGORY ANDREW JEFFERSON CONSTRUCTION 1343 12TH ST. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32209 (904) 343-0833 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments EROSION SEDIMENT CONTROL REQUIRED ALL METER BOXES, VALVE BOXES, AND SEWER CLEAN OUTS MUST BE SET TO GRADE AND VISIBLE PER C.WALKER Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. fit k` BUILDING OFFICIAL t DEPARTMENT OF PUBLIC WORKS -1200 SANDPIPER LANE ATLAN'T'IC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 a J FAX: (904)247-5843 S1 SUNCOM: 852-5834 http:/lci.atlantic-beach.fl.us zkr PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 0+1 - 2 91 tO0 Applicant: ANIJR'�\N JEFF'�asnN eo>rSTRu�rt �oN Address: project:. #01CONNT.CT TO fx151 N* CoNCRf-T�- D914E PN Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. a Your permit application has been reviewed by the.Public Utilities Department and the following items need attention: ALL rh eree. .Bc xz5 t1A- JF Bg�a.a WC-JJ r°t aa..► t>�1T� Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Zane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Revi ed by Donna KaI117,t iak,Public tilities Director Date - Signature Contractor Notified Date }sr '. CITY OF ATLANTIC BEACH s CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS J 800 Seminole Road904-247-5800 aAtlantic Beach,Florida 32233-5445 or Fax 904-247-5845 PERMIT# Ak Job Address �A�( WN 3 ISSUED BY THE CITY Permitee: Telephone Permittee AddresstN;j1G I 32- Requesting Permission to Construct: i 010111C 11M. Z N4 Locat on: of r"eo • -�& � oss Street) WGLIt 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, ' w both aerial and underground a!y,tthe accurate locations re s own on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalitie ,)�c,,ct,gc( Jacksonville Electric Authority Yes( ) No ( ) Date: Bell South Telephone Company Yes ( ) No ( ) Date: Ferrell Gas Yes ( ) No ( ) Date: Comcast Yes ( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street 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. �N�RW 3. All work shall meet City of Atlantic Beac or r orlda Department of Transportation Standards and be performed under the supervision of J�ffERSoN ��NSSRvCt�Q� (ContraQr's Pro'ect Superintendent) located at 13,43 I Ti rT r Telephone#: 7- 8 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER / Signed: C..(r�<F' v_' �'� Date: ?CJC • •SEL N LAVAKE Before me thisMY COMMISSION#DD 342487 day of erbv in the County of Duval, State Of Florida,has personally appeared ? • ki EXPIRES:August 1,2008 Notary Public at Large,State of Flo ida,County of Duval. I of .••' BordeAThruNotary PubkUrMerwriters My commission expires:_ 8//-2o g Personally Known: or Produced Identification: F W; P *71-s,/T- 0 N,�CLc Al? CN C�l -71 O-L"'ck -14-71 SROM :CLARSON & ASSOCIATES FRX N0. :904 396 2633 St--p. 08 2004 04:1'5PM P1 omcr (M omr- 906 N23 FAX PHONE 3962633 CLARSON AND ASSOCIATES INC. PROFESSIONAL 6URVEYORS&MAPPERS 1643 NALDO""NUE JACKSONVILLE, FLORIDA 32207 SEPTEMBER 26,2003 VACATED PORTION OF LAUREL WAY (T[TLIP STREET) TO BE DEEDED TO LOT 13,HIDDEN PARADISE THAT PORTION OF LAUREL WAY (TULIP STREET) AS SHOWN ON THE PLAT OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54,PAGES 97,97A AND 97B,OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, AS VACATED PER'I'HE MINUTES OF THE CITY COMMISSION OF ATLANTIC; BEACH, FLORIDA, ON JULY 8, 2002,BEING MORD;PARTICULARLY DESCRIBED AS FOLLOWS: FOR A POINT OF BEGINNING C_'OMMFN'CF.AT THE SOUTHEASTERLY CORNER OF LOT 13, SAID HIDDEN PARADISE, AND RUN NOR'T'H 89° 04' 54" FAST, ALONG THE SOUTHERLY LINE OF THE REMAINING RIGHT OF WAY OF TULIP STREET AS SHOWN ON SAID PLAT OF HIDDEN PARADISE,A DISTANCE OF 25.00 FEE'I';'1'I IEN(,'h NORTH 01" 11'I 1"WEST,A DISTANCE OF 37.08 FEET TO A POINT ON A CURVE IN THE SOUTHERLY RIGHT OF WAY LINE OP LAUREL WAY, SAID HIDDEN PARADISE; RUN THENCF IN A WESTERLY DIREC'T'ION ALONG THE ARC OF SAID C_UR VF 1N SAID SOUTHERLY RIGHT OF WAY I,INF. OF LAUREL WAY, SAID CURVE BEING CONCAVE NORTHERLY AND HAVING A RADIUS OF 40.00 FEET, AN ARC DISTANCE OF 27.00 FEET TO A POINT ON TINE EASTERLY BOUNDARY LINE OF SAID LOT 13, HIDDEN PARADISE, SAID ARC SUBTENDED BY A CHORD BEARING AND DM I ANCE OF NORTH 710 50'42"WEST,26.50 FEET; THENCE SOUTH 01' I F 11" EAST, ALONG LAST SAID EASTERLY I3013NDARY LINE,A DISTANCF,OF 45.74 FEET TO THE POINT OF BEGINNING. Received Thme Sep . o . 5 : 27PM j i,sL`I f» DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 Sit TELEPHONE: (904)247-5834 FAX: (904)247-5843 SUNCOM: 852-5834 http://ci.atlantic-beach.fl.us J13IT PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # 04 - 29100 Applicant: AN )Rtyg EFF�RS�N coN S�RUI CT 14N Address: I j G$ Project: ADOCONNECT TO EXISIINCq CONCRETE ORIVI:WAY Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. o Your permit application has been reviewed by the Public Works Department and the following items need attention: Erosion sediment control required. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904) 247-5834. Revie d by ck Carper, P.E., Public Works Director Date Si ature Contractor Notified Date r, roF CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHT OF WA2Y, EASEMENTS 800 Seminole Road 904-247-5800 Atlantic Beach, Florida 32233-5445 , Fax 904-247-5845 Dates LVr3Q04 _.. PERMIT# j}�,t ISSUED BY THE CITY Job Address _ �,�1� ,�„J %+.SFJ rTele hone + Permitee: p i Permittee Address P�Ct�v�ct�G 32- Requesting Permission to Construct: mi %a . 5 QxruG <1A P 0 rlY�.will h� 1_ocat oa of rend��oss-Street) mole 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations re s own on the sketches. -t� h , okblel 5&4q 'wa+:vl i P�• art Av -44a, hN 'y)6JX 44e -GkST A Letter of Notification was mailed to the following Utilities/Municipalitie . ti�L�C1 � t�� ti w-NC_ Jacksonville Electric Authority Yes ( ) No ( ) Date: Bell South Telephone Company Yes ( ) No ( ) Date: Ferrell Gas Yes ( ) No ( ) Date: Comcast Yes ( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street 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. �ik�RFT W 3. All work shall meet City of Atlantic Beac or orlda Department of Transportation Standards and be performed under the supervision of XT_ ERWON G�N5`SRV C t�� (Contra tQ is Pra'ect Superintendent) located at 1343 1:tTH $:T Telephone#: 3 5- 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER //7 c Il ELLEN LAVAKE Signed: Date: l�.0> '—G' ti a. Before me this day of er"6v in the County of Duval, •: +? MY OOMMISSION N DD 342487 State Of Florida,has personally appeared ., :q EXPIRES:August t,2008 g�`' BaMed Thru Notary Publ c Urulerwriters Notary Public at Large,State of Florida,County of Duval. My commission expires: 8//fv$ Personally Known: or Produced Identification: E DL 1- - / - o P�l i (b!5-7 �2� cxu cL.Azib)e- ccLc:Y-A (�/,,) X137 MVFROM :CLARSOtq a ASSOC I RTES FAii N0. :1304 396 2633 St--p. 08 2004 04: 13PM P1 N � mEar ■ OFFICC f iiVNG :1062697 FAX PHONE 3962633 GLARSON AND ASSOCIATES INC. PROFESSIONAL SURVEYORS Be MAPPERS 1643 NALDO AVENUE JACKSONVILLE-,FLORIDA 32207 SEPTEMBER 26, 2003 VACATED PORTION OF LAUREL WAY (TULIP STREET) TO BE DEEDED TO LOT 13 HIDDEN PARADISE THAT PORTION OF LAUREL WAY (TULIP STREET) AS SHOWN ON THE PLAT OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54,PAGES 97.97A AND 97B,OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, AS VACATED PER THE MINUTES OF THE CITY COMMISSION OF A'T'LANTIC: BEACH, FLORIDA, ON JULY 8, 2002, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FORA POINT OF BEGINNINGT COMMFNC.F AT THE SOUTHEASTERLY CORNER OF LOT 13, SAID HIDDEN PARADISE, AND RUN NORTH 89° 04' 54" FAST, ALONG THE SOUTHERLY LINE OF THE REMAINING RIGHT OF WAY OF TULIP STREET AS SHOWN ON SAID PLAT OF HIDDEN PARADISE,A DISTAN CE OF 25.00 FEE"I;T TEN C:E N OR'II-f 01" 11'I I"WEST,A DIS DANCE OF 37.08 FEET TO A POINT ON A CURVE IN THE SOUTHERLY RIGHT OF WAY LINE OI'LAUREL WAY, SAID HIDDEN PARADISE; RUN THENCF IN A WESTERLY DIRECTION ALONG TIME ARC OF SAID C_T TR V F IN SAID SOT JTHERLY RIGHT nF WAY I.1NF, OF LAUREL WAY, SAID CURVE BEING CONCAVE NORTHERLY AND HAVING A RADIUS OF 40.00 FEET, AN ARC DISTANCE OF 27.00 FEET TO A POINT ON THE EASTERLY BOUNDARY LINE OF SAID LOT 13, HIDDEN PARADISE, SAID ARC SUBTENDED BY A CHORD BEARING AND LASTAN CE Or'NORTH 7 I ° 50'42"WEST,26.50 FEET; THrNCE SOUTH 01' 11' 11" EAST, ALONG LAST SAID EAS'T'ERLY BOUNDARY LINE,A DISTANCE.OF 45.74 FEET TO THE POINT OF BEGINNING. Received Time Sep . G . 5 : 27PM CITY OF ATLANTIC BEACH Cc:D. Ford r - BUILDING / ZONING DEPARTMENT L. Higgins Y } 800 Seminole Road . r Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS , Permit Application # o4 - 2 91 oo Property Address: AY Applicant: ANDREW JEFyt- SGoN ONGIFLACTION Project: ADD I CO NW/t- TO E115 T)N G COIN CRE l E 1)R��E�HAY This permit application has been: El Approved Reviewed and the following items need attention: I . Please re-submit ou plication when these items have been completed. Date: /� Reviewed BP255UO2 CITY OF ATLANTIC BEACH 10/01/04 Application Tracking Action Log Maintenance 15: 16: 33 Application number . . . . . 04 00029100 Address . . . . . . . . . . . 1468 LAUREL WAY Application type . . . . . . RIGHT OF WAY PERMIT Revision number . . . . . . . Path/step/seq . . . . . . . . A 01 00 Agency . . . . . . . . . . . PLANNING Type information, press Enter. Action date . . . . . . . . 100104 Action by (F4) . . . . . . SD Action code (F4) . . . . . AP Time spent (hours) . . . . . 00 Correction report item . . N Y=Yes, N=No 1=Add new comment 2=Change comment 4=Delete comment Opt Seq Comments Print 1 . 00 No zoning issues, but permit subject to PW and PU approval. Y .0 _ Bottom F3=Exit F4=Prompt F9=Add std comment F12=Cancel F21=User defaults Schlueter, Jennifer From: Kaluzniak, Donna Sent: Tuesday, October 05, 2004 11:26 AM To: Schlueter, Jennifer Cc: Showman, Lisa Subject: Permit App. 04-29100 Jenny, the resident called about this. Lisa is out right now, but I am approving the permit, and will call the resident to let her know, and we'll enter in computer as soon as Lisa gets back. -Donna Donna Kaluzniak Utility Director 1200 Sandpiper Lane Atlantic Beach, FL 32233 PH: 904-247-5834 FAX 904-247-5843 dkaluzniak@coab.us 1 estar[Nu ta:tEREN(A: $FARING SHOWN ON PJ04T--OF•-WAY LINE Ht.KttX+# 15 'THE SAME AS SHOWN ON 7110 ABOVE MVM e,v= . MXVATIONS SHOWN TMM3- 8.74 AN4 REF€R TO NATIONAL GEODEAC LVMCAL DATUM. CERTIFIED TO: NORA MASZY AND SCOTT PURSELL MATRIX FINANCIAL SERVICES " - ��--- — AMERICAN ROME FUNDING OLD REPUBLIC NA.TI NAL TITLE INS. CO, DEBORAH W. TAYLOR ATTORNEY AT LAW, �, Q $ REMAININO L tL LAUREL WAY (50' R/ ) ��°,. RIGHT o>` WAY ' (UN#MPPOVED) o C� VAcA r> 7.18p�-rzos� ' rcuNo EA rA$AC EVT. t , M.j 27 _2M3 Sol (x DRAWAOE EASEMENT PA _,,,. _..._ ._._ _..,,� �. � '�' '�'�.►''� " � '" �'`+ LST 131 0 10 t4f 0 0 *X • i'�IttAF�S XXI'll W0001 7.04. ^ ami 00000 to go 2 STORY FRAME IAk0. � :- DWELLING s `f 0 i� z¢ 10" EAVES ;'' ' i to 4 LO UKY�t FIN FL El„ ($.74) 2ND STORY CIN Ft„ CL (is.2d) t1 w Z P GARAGE FIN FL EL (7.95) It JL 1 • A' 0) �' i z 7.8•'1 BEGIN SWALE ELEV.=6.61 fl irn I B oo 38' Ai 36�LF)15" RCP 0 S�8% / 0.03,%(AB) THROAT ELEV-5.66 S_ 5 80(�) 1 � THROAT ELEV.=5.86 —�- + 5.87(AB) L4 c {s WL V ..... 15' UTILITY ci ern EASEMENT <7" cl C.., COMMUNITY �� \ w PICNIC AREA ECOD 7,1,77 �� y RELOCATE E IF i l S T RLC 14th S T R E E T :.,�(�a15" RCP o 12+00 0 S-e.*9F0.38SCAB) 2E B a r(AB) s— 10 48-LF-15" RCP zap'cMo - 0 S- - — — — 0.29VAB) m m — — — — � r N N V A Q+ � 1 FROM :CLAR.SON 8. ASSOC I ATES FAX F J Lc-E fjpy Sep_ 08 2004 04: I GPM P2 MAP SHOWING BOUNDARY SURVEY OF LOT 1 .3 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PI AT ROOK 54, PAGES 97 THROUGH 978 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BESTCON, INC BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY UNE HLKLON 15 THE 5AME AS SHOWN ON T1IC ABOVE MENTIONED PLAT. ELEVATIONS SHOWN THUS: 8.74 AND REFER TO NATIONAL GEODETIC VERTICAL DATUM. CERTIFIED TO: NORA MASZY AND SCOTT PURSELL MATRIX FINANCIAL SERVICES AMERICAN HOME FUNDING OLD REPUBLIC NATI NAL TITLE INS. CO, DEBORAH W. TAYLOR ATTORNEY AT LAW, .k-2 11.01°11'11"vv, - 3-we O � REMAINING J Q R W O n, o RIGHT OF WAY �p LAUREL WAY ( O / ) c� (VNIMPP,OVED) Q? \ . VAGATE4 7-8-20D Ln C i CON o CURB CRPC/..'.. ) — — —IaTrRG — � rouNO o13c X10" JEA EASMENT O 1pl, (LB 1704) 1 2$B.a9OVER X—CUT S01 • 1 ii>;. 75 -00 2 27 3003 DRAINAGE EASEMENT _ y0 Sys,f• � 1 LOT 13i P NCRETE" DRIVE" mo 7.8'0 20.4' N0 "^OO 0 PILLARS L0F,000 O AL/. taro 8 �rlY�iYo O J rfL000 ZONE zo 1012' N �I N I W _ 2 STORY FRAME 02 m WQr DWELLING Z I d r> � Zai I ` oa~ IS" EAVES .. . m " ui 1 G w W Ir �rLo <w FIN FL EI. (8.74) I ril F-- I 2ND E'YORY OlN FL EL (18.24) A w T w F V GARAGE FIN FL EL (7.95)00 Z7.8' J lt�' LWOOD84LcoNY �• - ----- '�---- -- I CQNCRETE-----------------------� tro ro _ I I 10' PRIVATE DRAINAGE. I 7.5' 7.5• I EASEMENT 1 73.29' TO WETLAND LINO I f 101 '11 '11 "W 751. 00' a f I TRACT 'A - COMMUNITY PICNIC - L 0 T 1 (8 I AND STORAGE AREA I I I 1 rii r nnnv ?a City of Atlantic Beach **e CUSTOMER RECEIPT +** Oper: D9MiITH Type: OC Drawer: 1 Date: 10/07/84 01 Receipt no: 1279 Description Quantity Amount BP BUILDING PERMiIT5 1.80 135.08 Tender detail CK CHECK 2212 135.00 Total tendered 135.08 Total payment 135.00 Trans date: 10/07/04 Time: 8:27:23 PREPARED 1/14/03, 8:38:50 INSPECTION TICKET PAGE 2 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 1/14/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1468 LAUREL WAY SUBDIV: CONTRACTOR ; BESTCON, INC. PHONE (904) 246-3747 OWNER PHONE PARCEL . APPL NUMBER: 02-00024935 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------ ----------------------------------------------- 10 01 11/01/02 LJH BD FOOTING TIME: 08:00 11/04/02 AP 11 01 11/14/02 LJH BD SLAB TIME: 08:00 11/15/02 DP 11 02 11/20/02 LJH BD SLAB TIME: 08:00 11/20/02 AP 17 01 12/19/02 LJH BD SHEATHING TIME: 13:00 12/19/02 AP ROOF A D WALL SHEATHING 13 01 12/23/02 LJH BD F MING TIME: 13:00 12/19/02 AP ext strapping 13 02 1/14/03 LJH B FRAMING TIME: 17:00 PERMIT: BLBC 00 BLBCTRICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------------- ------------------------------------------------------------ 22 01 1/14/03 LJH, E ROUGH TIME: 17:00 ------------------------------------------------------------------------------------------------ PBRMIT: MBCH 00 NBC HANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------- --- -- ------------------------------------------------------------ 32 01 1/14/03 LJ/H� M ,ROUGH TIME: 17:00 ------------------------------------------------------------------------------------------------ PBRMIT: PLBG 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 42 01 11/12/02 LJH PL/'ROUGH TIME: 08:00 11/13/02 AP 41 01 1/14/03 LJH L UNDERSIAB TIME: '37:00 -------------------------------------- COMMENTS AND NOTES -------------------------------------- �/ AsAc /f CITY OF 4" Office of Building Official REQUEST FOR INSPECTION DatePermit No. Time A.M. Received PM. Job Address Locality Owner's — ONS (+ Name —Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing C, Footing Rough Wiring [I Rough 0 Air Gond.& E Re Roofing 0 Slab Q Temp Pole 0 Top Out 0 Heating Insulation Cl Lintel D Final 0 Sewer 0 Fire Place 0 Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. urs. Friday PM. A.M. PM Inspection Made _P.M. Final Inspection Inspector Certificate of Occupancy Q Date PREPARED 3/10/03, 8:11:16 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 3/10/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1468 LAUREL WAY SUBDIV: CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER PHONE PARCEL APPL NUMBER: 02-00024935 SINGLE FAMILY RESIDENCE ----------------------------------------------------------------------------------------- --- PMIT: ELEC 00 ELECTYIM PIPAIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS / ------------------------------------------------------------------------------------------------ 22 01 1/14/03 LJH ROUGH TIME: 17:00 1/15/03 AP 24 01 3/10/03 L EL ELECTRIC TEMP SERVICE TIME: 08:00 EARLY POWER HAVE LETTER -------------------------------------- COMMENTS AND NOTES -------------------------------------- � CITY OF ,��`/____ l�ikl 4-c J2 _ _ -"tKtl1d' 4 Office of Building Official REQUEST FOR INSPECTION 1[ Date--� J D Z,- Permit No.. t Time A.M. Received PM. 1 t ( w Job Address Locality Nameis f J �JR Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing C! Rough Wiring G Rough 0 Air Cond.& C Re Roofing 0 Slab 0 Temp Pole 0 Top Out 0 Heating Insulation 0 Lintel 17, Final L Sewer 0 Fire Place O Pre Fab READY FOR INSPECTION r *^s Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection MadeCO) ,' �/�_ Z PM. U Inspector Final Inspection G �t Certificate of Occupancy 0 Date CITY OF 4&4054'0 AW04 4" Office of Building Official r~`} REQUEST FOR INSPECTION Date Permit No. Time A.M. Received PM, IJYbA�'ress Local;ty. Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Stab ❑ Temp Pole D Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday PM. J_ A.M. Inspection Mp+ d"( _PW lnspector -- Final Inspection ❑ Certificate of Occupancy 13 Date PREPARED 12/26/02, 14:46:19 INSPECTION TICKET PAGE 5 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 12/27/02 ------------------------------------------------------------------------------------------------ ADDRESS . : 1468 LAUREL WAY SUBDIV: TENANT, NBR: INSTALL 36"WOOD BURN FP CONTRACTOR FIRST CHOICE SUPPLY INC. PHONE OWNER PHONE PARCEL - - APPL NUMBER: 02-00025341 RESIDENTIAL ADD/RENOVATE/ALTER ------------------------------------------------------------------------------------------------ PBYNIl: BLDG 00 BUILDING PSBNIY REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 16 01 12/27/02 HD FINAL TIME: 08:00 ~yu0WOOD BURNING FIREPLACE -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF t J t 4&4m,&G /3BGa4• � Office of Building Official REQUEST FOR INSPECTION. Date Permit No. L-1� �✓ Time A.M. Received PM. U J Job Address Locality Owner's } j Name i✓ �se� `^•-''�`'� -Contractor f 6 k BUILDING CONCRETE ELECTRICAL `PLUMBING MECHANICAL Framing C; Footing 0 Rough Wiring a Air Cond.& Q Re Roofing 0 Stab G Temp Pole (? Top Out " D Heating Insulation Q Lintel 0 Final 0 Sewer ❑ Fire Place Cl Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday ..l A.M. Inspection Made t P.M. Inspector Final inspection 0 Certificate of Occupancy 0 Date PREPARED 12/23/02, 13:05:43 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 12/23/02 ------------------------------------------------------------------------------------------------ ADDRESS . : 1468 LAUREL WAY SUBDIV: CONTRACTOR : BESTCON, INC. PHONE : (904) 246-3747 OWNER PHONE PARCEL - APPL NUMBER: 02-00024935 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PMIT: BLDG 00 BUILDIBG PMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 11/01/02 LJH BD FOOTING TIME: 08:00 11/04/02 AP 11 01 11/14/02 LJH BD SLAB TIME: 08:00 11/15/02 DP 11 02 11/20/02 LJH /BD B TIME: 08:00 11/20/02 AP 17 01 12/19/02 LFJ�{� THING TIME: 13:00 r'1__U±'-__="4--- D WALL SHEATHING 13 01 12/23/02 LJH ING TIME: 13:00 XL-!-Ik ' _ rapping IT -------------------------------------- COMMENTS AND NOTES -------------------------------------- � F �} CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000364 Date 3/19/09 Property Address . . . . . . 1468 LAUREL WAY Application type description ELECTRIC ONLY Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc safety inspection ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PURSELL, GREGORY ALL SERVICE ELECTRIC GROUP INC 1556 WHITLOCK AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 744-5050 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/15/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Mar 19 2009 11 :55AM ALL SERVICE ELECTRIC GROU 9047450400 p- 2 CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: Property Address:y_��o� +Q�L W Owner. Aft" e`C�i�'�► Telephone-#• S to-3 D/ Contractor: _ Telephone#: by-ro-10100 . Contractorress: /5rsi j,�f ,rie?I�. /QV r Fax#• 7+f�"-o In consideration Kpermit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached•plaos and specifications which am a part hereof and in accordance with the City of.Atlantic Beach ordinance and standards of mood oracdce listed therein. Building: Building Type: C3 Trailer Service: if orber cocswcaon is o New /"� Residence ❑ Temp. ❑ New being done oa this building Or silist the Old Q Commercial ❑ Signs o Increase' R'number building , Q Re-wire O Addition Sq.Ft. f .Repair Conductor Size: AMPS: COPPER ALL%GNUM Switch or . . < RACE Breaker AMPS '_PH W VOLT' WAY Existing Service RACE Size AMPS PH W . YOLT WAY Feeders': NO., , SIZE NO ' SIZE? NO _ SIZE . Lighting Outlets CONCEALED . OPEN Rece tacles CONCEALED OPEN Switches Incandaicant 100 AMPS Fluorescent & M.V, Fixed .loo airs BELL A r i..i s TRANSFER: Air. H.P RATIl+tts ILP.RATING CEILING KW41EAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 UP. VOLTAGE PFI NO. OVER 1 H.P. IPHS LIND v v Transformers NO. KVA• NO. KVA No.Ncon Transf. Ea. Sign Misceilaueous 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone:(904)247-S80o. Fez: (904)247-$845. httpVtwww.cLatiantic-beach.11.us HP Fax Series 900 Fax History Report for Plain Paper Fax/Copier Mar 23 2009 9:18am Last Fax Date Time Twe identification Duration Pages Re ult Mar 23 9:17am Sent 96657372 0:43 2 OK Result: OK -black and white fax //CITY OF AA e of Building Official ST FOR INSPECTION o > C o Permit No. �• 2 M T to cn r` O. O-10 . Locally o (m, N CITY Contractor 1 f'�5 ' j t4`jOr 0 . .� `1 • I� rE ELECTRICAL PLUMBING MECHANICAL 7) O0 Oor r E3 Rough Wiring ❑ Rough ❑ Air Cond. & ❑ cD N KTemp Pole ❑ Top Out ❑ Heating ^ • rn Q Z' ❑` Final El Sewer ❑ Fire Place ❑ , 1 O m • READY FOR INSPECTION Pre Fab ti N O cD = O Wed. Thurs. i a N A.M. P.M. m M R ( Final Inspection ❑ (� d hl . Certificate of Occupancy Elt Cr Date O 1 { I f 1 I I ( ( fD PZLANT,C CU = F�OR10P OF ADDITIONS or • " • D• NOT REMOVE 11(41JOB ADDRESS DATE 4) 4WULWA4 I0Q I THIS JOB HAS N T BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted �Q. 2Xj W&DO 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 PLUMBINGmade, call 247-5826, Building Depart- ment for an inspection. Field Inspectors EHEC are in the office from 8:00 a.m.to 5:00 BLDG p.m. Monday through Friday, I PREPARED 12/18/02,3,16:45:09 INSPECTION TICKET PAGE 1 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 12/19/02 ------------------------------------------------------------------------------------------------ ADDRESS . : 1468 LAUREL WAY SUBDIV: CONTRACTOR BESTCON, INC. PHONE ; (904) 246-3747 OWNER PHONE PARCEL . APPL NUMBER: 02-00024935 SINGLE FAMILY RESIDENCE �tllo --------------------------------------------------------------- --- _- --------- PERMIT: BLDG 00 BDILDIX PERMIT REQUESTED INSP DESCRIPTION TYPiSQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------------- -- ------------ ---------- 10 01 11/01/02 LJH BD FOOTING TIME: 08:00 11/04/02 AP 11 01 11/14/02 LJH BD SLAB TIME: 08:00 11/15/02 DP 11 02 11/20/02 LJH SLAB TIME: 08:00 11/20/02 AP 17 01 12/19/02 LJH •00 -------------------------------------- COMMENTS AND NOTES -------------------------------------- mPARED 1/17/03, 8:44:59 INSPECTION TICKET PAGE 2 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 1/17/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1468 LAUREL WAY SUBDIV: CONTRACTOR BESTCON, INC. PHONE : (904) 246-3747 OWNER PHONE PARCEL . APPL NUMBER: 02-00024935 SINGLE FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PBRNIT: BLDG 00 BUILDING P111NI4 REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 10 01 11/01/02 LJH BD FOOTING TIME: 08:00 11/04/02 AP 11 01 11/14/02 LJH BD SLAB TIME: 08:00 11/15/02 DP 11 02 11/20/02 LJH BD SLAB TIME: 08:00 11/20/02 AP 17 01 12/19/02 LJH BD SHEATHING TIME: 13:00 12/19/02 AP ROOF AND WALL SHEATHING 13 01 12/23/02 LJH BD FRAMING TIME: 13:00 12/19/02 APext, trapping 13 02 1/14/03 LJH BD RAMING TIME: 17:00 1/15/03 AP 15 01 1/11 03 LJH BD INSULATION TIME: 13:00 _--L -$ --- -- -------------------------------------- COMMENTS AND NOTES -------------------------------------- B & B EXTERMINATING CO . , INC . 215 Osceola Street Jacksonville, Florida 32204 (904) 389-3323 • Fax (904) 389-9606 Builder: - Lot#_j _Subdivision: Address: ` .1 ` � --3 Time& Date: � 1 -�j �` Termiticide % d' Gallons: 7 Square Ft.: Linear Ft: Type of Fill: Slab Type: Mono _EJeat+►* Other: Depth of Footings: Interior: Exterior: Areas not ready for treatment: Comments: Technician: wz `" CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 CERTIFICATE OF OCCUPANCY P E R M A N E N T Issue Date . . . . . . 3/20/03 Parcel Number . . . . . - - - Property Address . . . 1468 LAUREL WAY ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . RESIDENTIAL SINGLE FAMILY Owner . . . . . . . . . Contractor . . . . . . BESTCON, INC. 904 246-3747 Application number 02-00024935 000 033 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . Building --- Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATL4NTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: Z Building Permit Number. Address: { , � ih 0C Lea-=! Description: C_`` , ��-� 1.43 Improvements to the above described prcperty have been comcleted in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation : �' required as buil BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWNG MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire Public Works 3-1t Flanr.ir.g Building f- C% �'S " 2- 1 C-, Mar-20. 2002 6.12PM BESTCON, Inc, No-K57 P. 1 :CLAR50N & ASSOCIATES FAX NO. :904 396 2633 Mar. 20 2003 04=44PM P1 MAI' SHOPPING BOUNDARY gURVXy OF LOT 1S AS SHOiPN Q ON TM MAP ROUC4 978 DOF F THE �R��DERENT C�Rtc�o PAP-4-DISE . FLORIDA_ AS RCOORtrLv IN PLAT SOCK !S4. PAGES p0.''j: fiss=cm, INC NCE: 9EAIYFIO 5H ON RKS1 •. ••WAY Lg►#REON iS THE SAME AS SNONWt THE AIlOyft ED PLAT. ASTONS SMpWN TF1U& >S 7 ANO "kt'ER OD"ATI GEODETIC A CERTIEISD TTIOL O_: NORA MASZY AND SCOTT PURSELL MATRIX FINANCIAT, SERVICES —� AMERICAN HOME rUNDING OLD REPUBLIC "ATI NAL TITLE INS. CO- DEBORAI� W. TAYLOR ATTORVEY AT LAW, .A REMAINING LAUREL WAY (50' R f W) RIGHT K WAY id JEA EASMCNT�f fwND D 2es.c+A' (to%704 T ' 7rJ.©0' Z� Sol 9 FORA94ACE aLA!(Cr.T4CNT� '� �e y aS„gv,;,•. .,f �•; ,, ►aLOT! p -/-rxo.4 ., .�� I _ O x .x 1 • n f�ILLAIjC 1 �—I N • —moo to mfo sr mow f— { W E °2 STORY FRAME 15" EAVES w a�W FM rL LL tf).74) 1 ,d11 { 2ND STORY rIN rL EL(12!.24) I d' GARACE rIN FL { C? 1# 44(oS i rfi � { 0 1 I 0) --- --------------------------- ---C - iwi•1 "--.-...._.I.--- -- { '-�TD•PRIVATE DRAMA", 7 L2V To*V% LMC { 101`11'11"W 7511.04'� 1 / # ! { I I { TRACT "A" - COMMUNITY PICNIC L O T 1f I ANO STORAGE AREA I FINAL 1 { a I I w w°a; SMVEy: 2-27_2003 NOTE: FOUND ALL IRONS FOUNOPLTO I SURVEY; 11-11-•••2002 N FOUND M& IRONS I HE7tENBY RIIFY TTIAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS INE LEGEND: Mg4IMUM TECHN AL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE 1MTH CHAPTER SIM -8, FLORIDA S ftp cmcilrm pit AURhN\SYkATIVR OW(ruTaSUANT TO Ztcntx4 472.0;7, FLORIDA STATUnG). AND VUR'I14ER CERIIFY TTIAT r t/Y FOUND inaN LB 1 THERE ARE NO %.MLE ENCROACHMENTS UPON THE SL"CT PROPERTY EXCEPT AS SIIOWN, ;AL Ob s�R TR 17 4 a TRAL MME )atQt>E` TMc LOT!lI1RIEt�D IZKON APPEARS TO lif\r MIN fl DOD CLA12Sakp9w AND ASSOCIA INC,fNC, aR A ivloRl g>K.c COw"Ae' smmm foam rx Flow vwwo "RATE 1645 NAM AVE. JACKSONVk1.E. 32207 c''\onn IIAps, MUNiTY PA&M ND.,14aQZA«VVDSD.DA10 A.M-90. E.L.S. .0 SURVEYED OCTOBER 11P.Clr- ax —NE aooa. SCALE' 1 ,a 70' ¢ ��coNCReTE RE RvEYOR NQ 4487.RJJRIDA G TIpOD R7ti6(UME14 RD1401 1=IELU imum ...677 PAGE 46 JOSE A NII I .R?. w�\KO 4 a�ax FLCODPT AZI DEVELOpNGHI "' INFORMa,TI Location:: �," Type of Development: A/&,L Flood Zone: if X It j_ 1)q evf Required Lowest Floor Elevation: . If building is located within a flood hazard zone, a survey mnst be made AFTER'THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final insgectton will be made and no certificate of occupancy wM be issued ung the survey is on file with the Building Department. CO1wSNIE & Applicant Ac](xwwiedgment: 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, eprovided,as required. i agm to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws.or ordh=ces affecting the propo lopmeaL Date l/b I Applicant's Signature W Depart Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Surmy Filed with BuRding Dept __±�L_ �AL Bindding Depar eut eprese } �TI CITY OF ATLANTIC BEACH " 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 ; INSPECTION PHONE LINE 247-5826 CJS T Application Number . . . . . 02-00024935 Date 1/03/03 Property Address . . . . . . 1468 LAUREL WAY Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 200804 Owner Contractor ------------------------ ------------------------ BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 ------ Structure Information NEW SINGLE FAMILY RESIDENCE ----- Construction Type . . . . . TYPE VI ------------------------- --------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . NEW 200 AMP SERVICE Permit Fee . . . . 85 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments NEW 200AMPS, IPH, 3W, 240VOLT ALUMINUM Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 85 . 00 85 . 00 . 00 . 00 r Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 J 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 PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Z , C - IK, BUILDING OFFICIAL -- CITY OF ATLANTIC BEACH, FLORIDA Ar>o APPLICATION FOR ILKTRICAL PIRMIT TO THE CHIEF 11ILF�TRICAL INSPECTOR: DATE: 3 >B DO 3 *VMTANT 0*10E: IN CO.NSI E ATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY ACRE T� PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND CATIONS.SPECIFI WHICH ARE A ART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH OROMANCES. ELECTR L F I NAME ;�� o ADORElIB. I qtP'? da--A R.P C�� RFt��dOX OLDS.SIZE ._"��__.___ __ BETWEEN: %PA." APT.� ) COMM,1 i PUBLIC( ! INDUS.I 1 NEW ilo'f OLD I I REW.i ) ADDITION I i TRAILER 1 ) TEMP.I I SIGNS I ) Sa.FT.._ - --- SERVICE: NEW 1 K INCREA3E 1 ) REPAIR( ) FEE CONDUCTOR 3 ZE__ AMPSc3+d;©COttP//PEER(_j ALUM. AITCH OR BRMtER 6490 AMPS PH �W CgCVO T RACURAY axiff..SERV.slzill AMPS PH W VOLT -_ RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE _ LIGHTINQ OUTII, to CONCEALEDOPEN TOTAL RECIIPTACLIES i CONCEALED OPEN TOTAL O•f0 AMPS, ST.100 AMPS. 9 W ITCHK9 INCANDESCENT_____ -- -- FLUORESCENTS A W.V. FIXED 0.100 AM P5, OVSX BILI TRAN$F. APPLIANCIes AIR H.P.RATING M.P.RATING — CONDITIONIN4 COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-MEAT I Bt ovu MOTORS :P. I VOLTAGE PHS NO. I N.P. VOLTAGE PHS TRANSFORM R : UNDER 800 V. OVER 800 V. NO. KVA NO. KVA NO.NEON TRiNISF. NO. VA. MA. MOTOR SIZE SWITCH I FLASHER BAC14 SIGN• . FORWARDED TOTAL FEES I City of Atiaatic Bead w*a PIIS noi AMpj *!s qw: =73 7"W: oc Brrr: 1 %W. 110M b N oMpt w: 23M larixi_ptia 24Moty Awou�t. Br 228�8IMUMIS MWIS 1 45.00 2112 2M r 1AIMIS MOTS 1 $15.11 Tardw detail Ci CEM 1155 $171.0 TOW tMalsom 017440 Total P"Wt $1770.40 7tow daft: 1/13113 Tier: 11:461.0 -- RECEIVED I C1'Y 0 A F,N i3lil NC Zi7NPv� i DY liC ZUCWMC9 INC.. MAR 0 .BMe"0;he'wtUJL1FL 32A6 Date: Mr. Don Ford City of Atlantic Beach Inspection Department 800 Seminole Road, Atlantic Beach FL 32233 Don — We respectfully request that temporary power for the new BESTCON, Inc. home con- structed at the address listed below be turned on for a period of thirty (30) days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the Certificate of Occupancy, and the approval and completion of the job. Yours truly, OwISS10* . •� Gary Perkins ; �,�ARY,pF.�,��• Dynamic Electric, Inc. =Z o: DDC737 y ;Q: 13112 ��i Re: �•4", Gb!ic U Residence: I : ��o Address G C" Permit #: 3Jr APPROVED C HUILDING OFBEACH FICS LMARO 7 200 pi, - fJ CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 , SA c `� Application Number . . . . . 02-00025341 Date 2/20/03 Property Address . . . . . . 1468 LAUREL WAY Tenant nbr, name . . . . . . INSTALL 36"WOOD BURN FP Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ FIRST CHOICE SUPPLY INC. 1041 FOX MEADOW TRAIL MIDDLEBURG FL 32068 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . INSTALL LAWN SPRINKLER Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WjfKH ARE PART OF THIS WMIT/SID SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL City of Atlantic Bead *«r O15T(NER RECEIPT *#* ilpe�r': CtOKM Type: UC Drawer: 1 Iturtx: 7120183 01 Receipt no: 36282 De=-ivtion 9tp Amount 2602 24936 Bp BUILDING PERMITS 1 558.8@ 7087 2541 BP BUILDING PERNITS 1 55@.00 Tender detail CK CHECKS 1892 5100.88 Total tendered $100.00 Total payment. $100.00 Trams date: 7/20/03 Time: 13:43:51 a.. Cat o£ AUN Lic Head rdxm tlQear: DMITI Type: OC Drraver• 1 Date: 12128182 81 RbWpt ao. 21537 DmaipLionI Qty A"Wkt 2W 25M V WILDIS PSMTS 1 535.88 2902 25ao BP HDILDIRS PEWTS 1 535.88 Tesder detail CK esm 28% M." Total teed $".88 Total payaeaL 578►89 Trus date. 121281@2 Tise: 15:58;95 . � e CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025341 Date 12/20/02 Property Address . . . . . . 1468 LAUREL WAY Tenant nbr, name . . . . . . INSTALL 3611WOOD BURN FP Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ FIRST CHOICE SUPPLY INC. 1041 FOX MEADOW TRAIL MIDDLEBURG FL 32068 -------- -------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- - --------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART C OFTPERMIT D SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 4e qo,� BUILDING OFFICIAL . 3 cl 7� City of Atlantic Beach Mechanical Permit Applicant to complete numbered spaces only Job Address: 16 a�y 1 /Lq>170. Block: Tract: • see attached sheet �3 I 2 O er( ailing Addr �)J�7 / 3' 33 Phone, V4 3 Contractor(Mailing Address):. i�+f� C C7i<"!.' U/�� 7 Registration#: • rG. 4 Architect or Designer(Mailing Address): Registration#: 6 Engineer(Mailing Address): Registration#: 7 Lender(Mailing Address): Branch 8 Use of Building: 9 Class of work: New Addition Alteration • Repair 10 Des/!be Work. r `, r IY[ of .V1111- Nux�rs*, :-q m pie Special Conditions: r5 Accepted ans ec a pprove NOTICE 904*4 Thisermit becomes null and void if work or construction P authorized is not commenced within 6 months,or if construction or �� . work is suspended or abandoned for a period of 6 months at any time after work is commenced. rlty YstemsAX.U. I hereby certify that I have read and examined this application and <UCEtS ( , know the same to be true and correct. All provisions of laws of ' laws and ordinances governing this type of work will be complied 1�il�l�He8tef8-" ,(JfF with whether specified herein or not,the granting of a permit does not presume to give authority to violate or cancel the provision of (;Jj'tjt HosterO N. any othe local law regulating construction of the pe ance of nstruction. Eyeporative Copiers ;t athW,Drys venttati Signatui o on ra or oru orize gen a e AJr H,6t tVU y Incl'" signature ot Uwnerowner w er Me— a.. 'T' �G r° cityy of Atlantic Beach "'Cil RECEIPT s:s Oper: CKOMOREE Type: OC Drayer: 1 Date: 12/23/82 81 Receipt no: 22184 Descript2 n 25826 UGty Amount t BP 288B8ILDING PERMITS 1 $35.88 2812 24" 3 BP BUILDING PERMITS 1 $35." 2882 24781 BP BUILDING PERMITS 1 535.88 Tender detail CM CBfiCBS 2684 $185.88 Total tendered $165.88 Total payment $185.86 Trans date: 12/23182 Time: 15:18:21 44 / �f CITY OF ATLANTIC BEACH 800 SEMNOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024935 Date 12/18/02 Property Address . . . . . . 1468 LAUREL WAY Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 200804 Owner Contractor ------------------------ ------------------------ BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 ------ Structure Information NEW SINGLE FAMILY RESIDENCE ----- Construction Type . . . . . TYPE VI ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee 107. 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 107.00 107.00 .00 . 00 Plan Check Total .00 .00 .00 .00 Grand Total 107.00 107.00 . 00 .00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE.AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CoNrRACTOR OR OWNER, "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT PROPERTY O YIN TWICE FOR BUILDING DAPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICHA PT OF TiiiftS CT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. RT M Y)ING OFFICIAL Loi I.3 L9 q35 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I, II, III,and IV. I. Street Address: r" LOCATION OF Intersecting Street et a And BUILDING Sub-division II. INDENTIFICATION—To be com leted by all applicant—S. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. jo Name of Mechanical �►Ch v M,tractors /l CO SC>Contractor Zr Contractor Print Ch,n („ O Name of Property Owner yt4o Signature of Owner Signature of Or Authorized Agent Architect or Engineer III. GENERAL INFORMATIff A. Typyef heating fuel: r B. 6" Electric IS OTHER CONSTRUCTION B ONE ON THIS O Gas: ^LP _Natural _Central Utility BUILDING OR SITE? O Oil O Other—Specify IF YES,GIVE NUMBER Q� Tf PERMIT c�C ' IV. MECHANICAL EQUIPMENT TO BE DIetTURB OF WORK INSTALLED p//Residential or _ Commercial Cr New Building (Provide complete list of components op back of this form) O Existing Building (° Heat _Space _Recessed 60 Central _Floor O Replacement of existing system O Air Conditioning: Room Central L"' New Installation(No system previously installed) JKDuct System: Materialh ess O Extension or add-on to existing system Maximum capacity cf'n O Other- Specify ❑ Refrigeration 0 Cooling tower: Capacity Rpm O Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY O Elevator: _ ManliR_Escalator (Number) (Received) O Gasoline pumps (Number) ❑ Tanks (Number) Remarks O LPG containers (Number) O Unfired pressure vessel Permit Approved by Date O Boilers O Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving ons Astenc Dp f) 70AW51N HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BTU A enc TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency Citof Atlantic Beach #t* FEMPT air Oper: OW73 Type: OC Drawer: I Date: 12/18/62 01 Receipt mo: 26689 Description Oty hm at r 2iY6622 29906 BP WILDING PERMITS 1 $107.06 2M 2998'5 BP VOLDUG PERMITS 1 $107.66 Tender detail Total tendered $04.06 TOW paynent 5219.66 Tram date: 12/18/02 Tice: 12:19:17 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024935 Date 11/08/02 Property Address . . . . . . 1468 LAUREL WAY Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 200804 Owner Contractor ------------------------ ------------------------ BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 ------ Structure Information NEW SINGLE FAMILY RESIDENCE ----- Construction Type . . . . . TYPE VI ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 140 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 140 . 00 140 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 140 . 00 140 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH APPL ICATIONR PLUMBING PEF.MIT Bldg. Permit# JOB LOCATION: �� t� OWNER OF PROPERTY: e) I BUILDING CONTRACTOR:_ PLUMBING CONTRACTOR _ Don Harris Plumbing, CQ. AND ADDRESS: P.O. Box 14668 jagksonyille, -FL 32210 TELEPHONE NUMBER: (904) 772-0900 ' STATE LICENSE NO: CFC019194 TYPE OF BUILDING: New Construction TYPE OF WORK: New Plumbing HOW MANY OF THE FOLLOWING FIXTURES INSTALLED i� SINKS T SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: z $3.50 + $15.00 = $ ' ----------------------------------------------'------- 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 too (ublm I"JFT ttt Oper: CINREK Type: OC Drayer: 1 Date: 11/98/82 91 Receipt no: 9926 Description Oty Amount 2682 24781 BP BUILDING PERMITS 1 8112.69 2962 24935 BP BUILDING PONITS 1 9149.68 2002 24933 x BP BUILDING PERMITS 1 $to.* Tender detail Total tendered 295vtm 00 Total payment 9392.N Trans date: 11N8/12 Time: 12:13:39 i Vj CITY OF ATLANTIC BEACH l 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024935 Date 10/15/02 Property Address . . . . . . 1468 LAUREL WAY Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 200804 Owner Contractor ---------- ------ -- ------ --------------------- --- BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 ------ Structure Information NEW SINGLE FAMILY RESIDENCE ----- Construction Type . . . . . TYPE VI ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . NEW SINGLE FAMILY HOME Permit Fee . . . . 763 . 00 Plan Check Fee 381 . 50 Issue Date . . . . Valuation . . . . 200804 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 38 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 11 . 84 AB CONSTRUCTION SURCHARGE 1 . 31 STATE RADON SURCHARGE 7 .36 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 470 . 00 WATER CONNECT METER 85 . 00 WATER CROSS CONNECTION 35 . 00 10 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 763 . 00 763 . 00 . 00 . 00 Plan Check Total 381 . 50 381 . 50 . 00 . 00 Other Fee Total 2185 . 89 2185 . 89 . 00 . 00 Grand Total 3330 . 39 3330 . 39 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. RI1 r'�C?�FICI L . ! to ?5 L-au r utT w y in Cit. of Atlantic Beach 'A** City RECEIPT *** Open: DSBITB Type: OC Drawer: 1 Date: 11/15/02 8i Receipt no: 120% t .ipti2�@?on 29935 Qty Amount BUILDING PERMITS 1 535.08 2002 3082522 BP BUILDING P'ERBITS 1 535.00 2002 79781 BP BUILDING PERMITS 1 535.00 Tender detail C[ CHECKS 2718 $185.00 Total tendered $105.00 Total payment $105.00 Trans date: 11/15102 Time: 15:00:05 90:6E:St :agtt ZO/SUot MOP SOJI 6E'*M v"'W Iow1 6E*QM PuPw "1 6E'o6E6S GKZ SEW Q TRW Aniol 6E'OM t SiIMM JOI nilly w IUW*V AID SE6g UO!WT ME •an ?droos8 to ZOIStlot :8W I :48"J4 30 :8"1 [LION :J* sirMUM IIV 10 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date /0 ` / 4tl'- Q -- Heated Square Footage @$ per sq ft= $ Garage/ Shed 3 @$ per sq ft= $ Carport J Porch @$ per sq ft= $ Deck @$ per sq ft= $ Patio @$ per sq ft= $ TOTAL VALUATION: $ QO 0 a x o Lf st $ Total Valuation 1 $ Remaining Value $ .per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + %Z Filing Fee $ FLOOD ZONE:_ _ (1) Fireplaces @ $15.00 $ 1r.60 IMPERVIOUS SURFACE: o C: BUILDING PERMIT FEE $ WATER IMPACT FEE $ Ig SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C jSfD)RADON riP,50050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST0 433) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ WATER IMPACT FEE WORK SHEET ADDRESS: Y6d' c=RF_ L IJ DRAINAGE FIXTURE UNIT FIXTURE TYPEVALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Bathroom group.consisting.of water closet, lavatory, bidet, and bathtub or shower 6 12— Bathtub 2 - Bathtub (With or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 2— Drinking fountain Zto 1/2 Floor drains 2 Kitchen sink, domestic. 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink(circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet,private installation 4 Water closet,.public installation 6 TOTAL NUMBER OF UNITS MULTIPLIED x 20 TOTAL$ �/ �V City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 • http://www/ei.aUantic-beach.ft.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) DATEa- JOB ADDRESS _T APPLICANT Cr ADDRESS A4465b _ � T � - PHONE: LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER_ / ZONING DISTRICT CONTRACTOR �/ W iVlLh,1•'fDfS STATE LICENSE NUMBER cos ADDRESS n�" S. &=6l'IJNQY/ PHONE / CITY Jak - STATE _ ZIP 30FAX CW& f al DESCRIBE PROPOSED USE AND WORK TO BE DONE PRESENT USE OALAND OR BUILDING(S) VALUATION OF PROPOSED CONSTRUCTION • 4r( Is this an addition? If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? _�1_ New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required?��_ If yes,please sulFmit with this application. WILL THIS ROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MA ? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18/02 III. Energy Code Information: RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS 1• Is the current energy code form completed properly and signed; � correctt climate zone and correct jurisdiction? (FBC 13-600) Yea% No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? 1 No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? No N/A ` (FBC 13-602.1.ABC.1.1) PLANS EXAMINER; �'D � DATE; / 9 ��` �- 4. Is the"R"value for added insulation on exterior walls shown? t No N/A 5. Is the"R"value for ceilings shown? (FBC 13-604.1.ABC.1) ` No N/A 22 / rJ 6. Is the"R"value for raised floors shown? (FBC 13-605) Y ec No N/A OWNER: l7-e0PJ JOBADDRESS: 7. Are Energy Credits Claimed? Yes No trip! *� A. Attic Radiant Barrier Credit (FBC 13-607.IA.4) Yes No CONTRACTOR: ,CS S�t PHONE NUMBER: YF 3 r Y?L B. White Roof Credit (FBC 13-607.I.A.5) Yes No , C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes No xl&> (CIRCLE) I. Survey: IV Foundation Plan: 1. Is a specific purpose survey submitted? No N/A 1. Are all footings shown,including interior bearing walls, 'Cl'Is correct Flood Zone shown? No N/A Column pads and concentrated loads? trNo N/A 3. Are existing grade elevations shown for structures located 2, Are all locations of vertical reinforcement and anchor bolts shown? Yg.� No N/A in an"A"or"V"zone? 16�* No N/A 3, Are all elevation changes in slab shown? Wal- No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? A6 ) N� NIA 4. Is minimum concrete PSI shown? No N/A 5. Is property in a flood way? Yes tSta N/A 5. Is slab reinforcement shown? No N/A 6. is flood way line shown? No N/A A. Wire mesh size and gauge? Ae ' No N/A B. Fibermesh reinforcement? Y s tno N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) No N/A II. Structure Code Compliance: •,�� 7. Is minimum slab on grade thickness shown?(FBC 1909.1) No N/A 1. Are plans sealed by architect or engineer? q No N/A 8, a Is type of soil treatment for termites shown?(FBC 1816) ep No N/A A. Are structural calculations submitted? Yg'` No N/A 9• Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) lis No N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) 14¢ No N/A 3. Is exposure category shown? (FBC 1606.1.8) � No N/A 10. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 1606? esNo N/A (FBC 1805.1) Yes ?(o) N/A 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? YC' No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? C, No N/A 1. Is finished grade shown? 1(cs- No N/A 7. Does structure meet requirements of FBC Table 500 for number of ( 2. Is minimum floor elevation shown? VQ' No N/A stories and allowable area? YNo N/A A. Minimum 8"above adjacent grade? )>l No N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Ices l No N/A for structural elements? No N/A C. Base flood elevation? Yes No N/A 9. Are plans designed per SSTD 10-99? fe No N/A 3. Is minimum footing depth beneath finished grade shown? )(Lr, No N/A A. Are all appropriate charts and tables shown? Yes No NIA (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A 4. Are all footing sizes shown? Y6) No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? YZ No N/A Construction in High Wind Areas'"? YesNo NA" 6. Is vertical reinforcement shown? Yes (Q4 N/A A. Are all appropriate charts and tables shown? Yes No *A1 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No NQ,\ A. Is exterior wall finish shown? Yes No 11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No High Wind Areas? If. No N/A C. Is exterior wall insulation shown? Yes No NW A. Are all appropriate charts and tables shown? No N/A D. Is exterior wall finish shown? Yes No B. Are all appropriate requirements circled or highlighted? No N/A g, Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Y91 No N/A Manual for One-and Two-Family Dwellings,High Wind Edition'? Yes No B. Is exterior sheathing(type and thickness)shown? Yds-` No N/A A. Are all appropriate charts and tables shown? Yes No C. Are nailing requirements(size and spacing)shown? Ye) No N/A B. Are all appropriate requirements circled or highlighted? Yes No (FBC Table 2306.1) D. Is exterior wall finish shown? No N/A15. Does bedroom open directly into garage? Yes 14,J NIA E. Is interior wall finish shown? es No N/A 16. Does the number of bedrooms shown on plans match the number ,/�^� F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? L No N/A grade shown? (FBC 2304.2.5) lCees%+t} No NIA G. Are shear wall segments shown? 9 No N/A 17. Is Designer's name and address shown on plans? es` No N/A A. Type of hold-downs shown? No N/A 18. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) No N/A and FBC 1012.1.5? es'' No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? }ices, No N/A 19. Are habitable rooms shown with the minimum light and ventilation 11. Is ceiling type shown,drywall thickness? JC��C No N/A requirements of FBC 1203.1? 6 No N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? lies) No N/A wind load requirements for components and cladding per FBC 1606? ICS� No N/A B. Are conventional frame rafters used? Yes two' N/A 21. Does floor plan show freplace? V N/A I. Rafter size shown? Yeses N/A 22. Are stair details shown? Yes No k/A2. Species of lumber shown? Yes N& N/A A. Is minimum stair width shown? (FBC Table 1004) e,� No 3. Grade of lumber shown? Yes W N/A B. Are tread and riser sizes shown? (FBC 1007.3) Yes No C. Type of roof sheeting shown? t¢9 No N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes No 1. Thickness of roof sheeting shown? No NIA D. Are required landing shown? (FBC 1007.4)7 �es}l No 2. Grade of roof sheeting shown? ` No N/A E. Is required headroom clearance shown? (FBC 1007.4) V No N/A 3. Nailing pattern of roof sheeting shown? No N/A 23. If floor plan shows mixed construction,are mixed �" (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes 11'0 D. Weight of Dry-In felt shown? No N/A 24. If required,are tenant separations shown? Yes No Aj E. Type of roof cover shown? es No N/A A. Duplex (FBC Table 704.1) 1. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) YQ$1 No N/A 25. Are all columns and beams shown for porches and lanais? es No N/A 2. Attachment of the roof shown? Yes Ito} N/A A. Are column type,size and anchorage shown? No N/A (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? es No NI 3. Other roof covering and attachments shown? Yes IQ N/A 26. Are all lintel and beam details shown? Yes No F. Length of roof overhang shown? Xft No NJA 27. Are engineering details provided for butt glass? Yes No t�A G. Type of soffit and fascia shown? iS No N/A H. Attic ventilation shown? t&�, No N/A I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes g NIA 1. Are engineered truss plans provided showing loads,uplifts and J. Type and stauge of eave metal shown? Yes N/A required connections? No N/A 2. Are all headers,beams,girders and interior bearing walls shown? es No N/A 3. Framed roof. VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No U application? 79;� No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? No N/A species,grade of lumber,span and connections? Yes No NG 3. Are all door and window sizes shown? ' No N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? No N/A grade of lumber and connections? Yes No V 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes Noof lumber? Yes No /A~t 6. Are all vertical reinforcements shown? Yes No 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? No N/A pattern? es l No N/A 8. Are all hold-downs and hurricane anchorages shown? � No N/A 9. Is required attic access shown? a No N/A 10. Are all plumbing fixtures shown? No N/A VIII. Floor Framing. 11. Are all electrical fixtures shown? No N/A I. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? I es No N/A uplifts and connections? t No N/A A. Is air handler and condensor location shown? No N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Are exhaust fans shown? No N/A grade of lumber and connections? No NIA 13. Are all smoke detectors shown? (FBC 905.2) a No N/A 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the first habitable floor level nailing pattern? 16il? No N/A Have a 29"net clear door opening and handicap accessible route? (FBC 11-11) No N/A STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/ContractorAffidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Deo6ment, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNE 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 PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR DATE/0 V ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) " NAME MAILING ADDRESS] t 1111111 nli�..pl� �! Ax E-MAyi i�Q r1 - �-�Bf�h a►MCS PHQ� ";SW+ SSl NI if C ED BEFORE ME THIS DAY OF OF FLOLINTY OF DUVAL =z; D0092737 :c- �: NO7ersonaUy 'S SIGNATURE �'�blff •��`� known 111 p� Produced�``` ❑ Type of identification produced ,111/11111/111jl AS�I�� '" !'i� Personally known RY 1* �e•; �� [] Produced identification Type of identification produced Z: 00092737 �9�•��a Bended�'l 6/18/02 ��i ` � A jOobtic i��'�GeI,C';S,,�_\ NOTICE OF COMMENCEMENT Building Permit No. Tax Folio No. _ STATE OF FLORIDA Book L0644 Pau* 2i69 COUNTY OF DUYAL oY l Res not write in this blank area 1 Reserved.for reeardir{gpurposes only). THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes. the ,following information is provided in this .Notice of Commencement. 1. Description of Property: (Legal description of the property and street address, if available). Lot 13,HIDDEN PARADISE,according to the plat thereof, as recorded in Plat Book 54,pages 97,97A and 97A,of the current Public Records of Duval County,Florida. 2. General Description of Improvements: Construction of a single family residence. po�le 1%04244 6 i B 0 0 %0 42446900 50* 13 2169 3. Owner Information: FiPaled a Recorded a. Name and address: 09/01/2"M 1047609 AN Bestcon,inc. III! FULLER 2440 South Beach Parkway ER CIRCUITSCOURT Jacksonville,Florida 32250 1 COPY PY f� ! 1.00 f b. Interest in property: IFY f �DIIiG 1.04 � / Fee simple. f 5.00 n C. Name and address of fee simple titleholder(if other than owner). V• 4. Contractor: (name and address) Bestcon jite, 2440 South Beach Parkway Jacksonville,Florida 32250 5. Surety: a. Name and address: b. Amount 6. lender Information: a. Name and address: SunTrust Bank 200 West Forsyth Street Jacksonville,FL 32202 nna slmo�FUn03A)pPUe0jjn13j;0'jt910 831inj Wit 0Z..Q.b� io Aep�'34)s!y}'ePpoJ3'aliinuosKagp 184n lino )o�ital�7o teas pue pueq AW 7oaya pue eojo n ui sr awes aR1iM epuol3'/1unoo senna to Unoo;moti o ja l a 41 Pug ass PUL'p10091 uo steadde}i se leu 8uo ;i�1;jo Vito astuo ayi of anti a si 6ulo69t0l pue ulyiiM ayi A,�1.L213�d6321�M 00,eP.uoi j . `4unoa henna'jinoa hnwia ay;to gtaia a3N5ISli30N(13Fi1 1 V01 Old d0 31V1S PO City of Atlantic Beach 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904) 247-5800 FAX (904)247-5805 • http://www/ei.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX ) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS,MOVING OR DEMOLITION) DATE JOB ADDRESS Z"Af4l/ "�d APPLICANT nt L, ADDRESS it �,,(- i ��[ [ 1 i CIX dh2!:A PHONE: LEGAL DESCRIPTION: BLOCK NUMBER LOT NIJMBER 13 ZONING DISTRICT CONTRACTOR ) kI A1166O�S777 r-7 STATE LICENSE NUMBER tp S ADDRESS PHONE 3r r7 CITY, A M-al STATE ZIP FAX r9: 467 17 �D DESCRIBE PROPOSED USE AND WORK TO BE DONE PRESENT USE O1 LAND OR BUILDINGS) VALUATION OF PROPOSED CONSTRUCTION .CPG Is this an addition? If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? �+ New electrical or increase in service? �---- New plumbing fixtures? ' New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required?�� If yes,please submit with this application. WILL THIS .ROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL. MA NO. NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18/02 FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Sep. 04 2002 12:23PM P3 MAP SHOWING PLOT PLAN OF LOT 13 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 97B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BES'FCON, INC BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. LAUREL WA Y (50' R/ %yr Olt, M r-10'«JFA EASEMENT- Ly9� S 1 1 E 75.00' � r 3'0AK�} 1"BAYS I /. 5"OAK \ r6 rn I /•O� g3 9" TALLOW 'o 2"QA10 ID N QOSP4r � • .� 2W BRL 8.0 I 047i L IOD X { 0 ' W B PORCH < d Y q F- I N J. y00oo0 �+ R' 2 r N W ° o N 32.01 �;.,� ';Z Ld UI 11" 1NATER�{OAK /Lu 1 { { N PROPOSED DWELLING 1 I W { FIN FL EL (MINIMUM 8.5) 1 _ O ( X1.33-I ALMLL p 1 w z ) M19" LIVE OAK (1 V, U I 00 8.0I m o' -32.0' . ® S"BAY V/ V 1LJLJ { ( PATIO e2-OAK ................. --- -- ----- ---- -"-- ----I L I 10' PRIVATE DRAINAGE I I EASEMENT - V� OAK tis" TWIN I WATER OAK N01011 '11 "W 75'00' I I I TRACT "A" ' L O T 1 3 l ! COMMUNITY PICNIC I y FL_ OQ12Pr ATS DEMOPM�' NFORMdTION Location:: Z16 R zvlte—z wja�, Type of Developme= l�l� Flood Zone: Required Lowest Floor Elevation: 8. If bunding is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy wM be issued until the survey is on file with the Building Department. CONRYI rNTS: Applicant Acirnbwiedgment: I undm ctanci 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 requited. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws.or offices affecting the propo elopme= Date/ O / D AppliCant's S;gnature W Depm=eat Use: Regvnred Lowest Floor Elevation As Bumf Lowest Floor Elevation Survey Filed with Bu& ng Deparnnent Building Depm=eatRepresentative DON 4� P.J1. City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 19 Phone: (904)247-5800 • FAX (904)247-5805 • http://www/ei.atlantic-beach-fl.us y� BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION Pf (INCLUDING NEW CONSTRUCTION,REMODEL, ADDITIONS AND ALTERATIONS,MOVING OR DEMOLITION) DATE /D J IO a- JOB ADDRESS V69 Xa&iZz_ APPLICANT_/ r � ADDRESSC X JTT�JI' PHONE: LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER ZONING DISTRICT ••--� /" CONTRACTOR �/ k11VJ66 _S STATE LICENSE NUMBER ,236 ADDRESS nQ 5. /� _ _ _ _I PHONE CITY /�� STATE ZIP s- o FAX � /> DESCRIBE PROPOSED USE AND WORK TO BE DONE PRESENT USE( AND OR BUILDING(S) 1149W— VALUATION OF PROPOSED CONSTRUCTION .fc) Is this an addition? If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? �� New electrical or increase in service? i---- New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required?�_ If yes,please subttrtit with this application. WILL THIS ROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MA ? . Li NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6118/02 � Oct� - 2 20 0.1Z City ofAtlas 'c Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 f�l� 247-5800 • FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX ) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) I D �/ /D�.. JOB ADDRESS DATE APPLICANT C ADDRESS C�Y!Y&2V4 ,LI / /9��,��Y /7TiYLr PHONE: 7 LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER ZONING DISTRICT CONTRACTOR STATE LICENSE NUMBER a 5 ADDRESS �j� S• / PHONE CITY �( 1 Lld( STATE / _ ZIP , 0 FAX c-?W( !7/ P //�i/ DESCRIBE PROPOSED USE AND WORK TO BE DONE PRESENT USE( AND OR BUILDING(S) Aow— VALUATION OF PROPOSED CONSTRUCTION -A0 Is this an addition? If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? �---- New plumbing fixtures? �— New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required?�J If yes,please submit with this application. WILL THIS ROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MA ? . �NO. pplicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of 6118/02 Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 i LOUIS J. GABRIEL, P.E. j 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 2002 Re: Wind Loading Requirements For lot IS P"A4' ie-1 Fl. Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 2001- FBC for three second gust wind speeds of 120 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 2001- FBC as long as sheets #,'1 thru #9->of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceiling joists of any shear forces acting normal to their longitudinal axis, f) that I have no knowledge of any subsurface soil condition report ; thus, all footings are designed as shallow footings bearing on soil that possesses a maximum allowable bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report, then 1 shall be notified and possible footing design revisions may need to be implemented prior to commencing footings work, Please let me know, if further help is needed. Sinc Louis J. Gabriel, P.E. WIND FORCES STRUCTURAL ANALYSIS FOR L01 t3 .N(UEN PA AAS)�$S ? ftTLA N't k L &RCI+ 1, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF THE 2001- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE:4 frd- 42002 /.20 1o�. Date nn 1-0/02- 13 N e "lei e ubs Y{S s 4- 5tc � -A L-. c ADIvoF 4 w,,-a s '7116'04 FLD o r P 0 o r iY tw j1 ct �— t��'►��i Fra m i r►�,. � 5 0,0 o F TrL, sse s s ti See 5C1+eJu& M.C� ali arCkl�tu.r4 IAA tc f -vJ a)ls �{yt Al v Yar,E t o S'�uv,n ••.�! :— �/2 A 3'& b o Lt's rq) -4.0 - C." P, v n VviLess v►Ot C e�uJ:se 5 t: „ia,Q,Q Ye r, Forcer�cr� : — - a� Goc-rce,rs � #9 Rod ov+ 98 0•�• a""'� 00F �,J�.Q� Shry,.�G noL pa-ulam '— g Cul,, t nt wife- n o-C- a PgkIrle. 5 , ,po*ctr. UIAless wo p WeAU4 se gooG CT-Acte po(dCs Operl� �s� ZZod fi - r Sheet Z. ATE: j,o r� , g w L�d s p tj : ISO nn pj., c 3 S« I us O 5 trait LCJ J i4a M c 2 t Ftr kit u es I1t+l.�octiw+ce Fc�Ctor, 11- o " t,o�fma. ar for i s r i O-K �. e.t / e) . t F s e%e,,� W `� t 6D ov ► urn fv� tv G�d� r 6� PCO a . �,,,rir,(1,1 o,� t� "7/Ko p Fa, ► P ,a 5hown _b OO.._ .. e s o TABLE 1606.1.4 { WIND BORNE DEBRIS PROTECTION FASTFAING SCHEDULE FOR WOOD MUCTURAL.PANELS FASTENER FASTENER.SPACING Hn.)1.2 TYPE Panel Span 5 2 ft 2 ft<Pant Span 4 ft c Panel Span 6 ft-c Panel Span. <4R —.c OR <8(t 21/2#6 Wood Scraw3 16 16 12 g 21/2#8 Wood Screws3 16 16 16 12 Double-Headed Nails4 12 6 4 3 Sl:1 indG25.4 mm I footr305 mm Notes: 1. This table is based on a maximum wind speed of 130 mph(58.mh)and mean roof height df 33 feet(10 m)or less: 2. Fasteness shall be installed at opposing,enda of the wood structural panel. 3. Where screws are atmdreel to masonry or masonry/stucco,they shall be attached using vibration-resistant anchors having a minimum witwmwal capec- ityof 49016(2180 kN). 4. Nails shall be lOd common or 12d bpi double-headed nails. G� Q p&M f"' s S s P arV� or w► vv,%. vpOA too F s1�� tCowlrmmt* c *)l (05.11 ps AUAw. �an•Q W i-tLJfa� For $ Gv�v� N•••�Pt SP4 &r P. t; u 82 Ibc CG5•�t�C2�(Q-�Z= C�5. Ibs ftli to S r� Sheet -DATE: ` � P 2 '1%A,;% v f 11�t s�� ' ; s s H •"s� a+� cr^ pYv�t� t 1 Z.K or� to SzA 1?,44 3 37- F•P F- u 0 doll C.t,33 ) /15 = SSZFR(- G MNt ��- �1�►.?rt Ct�►,S t'c,�c.�s cs� � �"\ e�v TWI _ t 031 C-,01OOD) 1 1.33) (0 Lug Pet- .5• VJ IA- C) AUuu. hems►,n, cry Vz,c 'A 36 60US = O-•5 Ap F� o Z Ab �� o e.i Nz,- 1.5aa p s► F4 = 3Go 0o P,'� h 1, = 0 2 w 2 AP. ?Q6: llv-� - Tom►I u-n = Z 19 o lbs „ or t 990 Ibs E--- C�� LYS--tS 1 "4 X+i$ t1��k root Ste A36 w • aSh rs._. arreutec? �J- (uooJ)- 400 .�s,. ... .. 6-_-(IAq..D�../C�'czi�n�Ci�a)_ --�yrLa2lut,l.} Cq oa)U•23) = 532- Q�i 54 S psi o-1L Mumr,.�t to•9�) Co-- �t�SXS�I�)C�14)=�1o�lb-�.l"'� =MIS =4a ;o-oazG � 5 e Q 1r' A 1J I "S i Wl O NA A 1A(,tats r Bo L't S ., d- t,lUw a l e 7;-A c i v,, U,•� `/Z~c A 3 L , r.,�b��' G v►tifs- t cn�t vGt _) F IAAo 16T (Se-e- above) AL(tna4.ole s'rtea-ir u-n 1/7,"+ AIG bo 11,1 = 350 4 F,:,,, Ab or o-It Rb F� /� i,i�ti��bi� 'Sk�r= 35o�/C15oo)(a•z) = 19 57 lbs Y o Y (o•12)fo-2)( 36,000) = $`�� ib s DATE: �� L Sheet b� e vt ac s tvw .c , vs 13C - 200 Cr,te-r,'0% �70r- 5 tAw f►VvLrv% 0o 00 Lin LJJ Building,simple diaphragm:A building which complies 4 a with all of the following conditions: 41,pM 1. enclosed building, 4E 3 2. mean roof height,h,less than or equal to 60 ft(18 m), 2 4E 3. mean roof height, h, does not exceed least horizon- -ZONE ROOF tal dimension, ANLL 4, building has an approximately symmetrical cross END section, ZONE 5. building has no expansion joints or structural sepa- 1 LONA 1 rations within the building, a 2s 6. wind loads are transmitted through floor and roof 1E diaphragms to the vertical lateral-force-resisting systems, andWIND DIRECTION 7. if the building has moment-resisting frames, roof RANGE slopes do not exceed 30%. FIGURE 16082b, MAIN WIND FORCE LOADING DIAGRAM WINDWARD ROOF WINDWARD ROOF LEEWARD ROOF� L.EEVMMW ROOF .-._ .. _, _-.I D D L12 Lt2 W TRANSVERSE ELEVATION LONGITUDINAL ELEVATION FIGURE 1608.20 APPLICATION OF MAW WIND FORCE RESISTING SYSTEM LOADS FOR SIMPLE DIAPHRAGM BUILDINGS TABLE 16W.2D j HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS M•an Exposure ROW HOW B C p 15 1.00 1.21 1,47 20 1.00 1.29 1.55 25 1.00 1.35 1,61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1,78 50 1.16 1.56 1.81 55 1-19 1.59 1.84 60 1.22 1.62 1.87 Note:All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. SO?- m e),ct- S e ' ::101.e V or w ?Vx4 e.4 4r 5 vk;u-m HIIIIIIIfllllllttlllll{111111{{IIplliilitttltllLlttltll{111N11111lUllltlllllt{ILIINII{1111{lilt{11111t1{11111f1{ifl1U1111illlllti{1{111{1{{fltiliiilillllllllt{11111►QIIlU11i11111111111UI{111I11tlllllllllilllllilllllltllllllllii/tl/lllllllllRillttfll111tl1N ' TABLE 1606.2A -t 0 MAIN WIND FORCE RESISTING SYSTEM WAND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN m Exposure B m i Horlwntal loadat Vertical Los&(pat) Max.HorkonUd Wall Loada4(pat) N Windward n End Zone I Interior Zone End Zone Interior Zone overhang Zone Wind Roof Velocity Load angle Windward Leeward Windward Lwward End Interior (mph) Direction (degrees) Wall Rooh Wall Roof3 Roof Roof Root Roof Zone Zone 1E 4E 1 4 90 Transverse 0-5 12. -6.7 1 8.5 1 -4.0 -15.4 1 -8.8 1 .10.7 1 .6.8 -21.6 1 -16.9 1 10.0 -7.5 1 7.2 1 -5.8 p 17: -4.7 1 11.9 -15.4 1 -10-7 -1 .7 V -8.1 -21. -16.9 1 12b -10.1 1 8.8 1 -7.5 30< an le45 14.4 1 9.9 1 11.5 1 7.9 1 5.6' 1 -8.8 1 4.8 1 -7.5 1 -5.1 1 -5.8 111.0 1 -8.1 1 9.1 1 -6.8 Longitudinal All angles 12.8 -6.7 8.5 -4.0 •15.4 -8.8 -10.7 1 -6.8 -21.6 -16.9 110.0 -7.5 1 7.2 1 -5.8 100 Transverse 0-5 i5.9 1--8.2 10.5 -4. -19.1 -10.8 43.3 1 -8.4 1.26.7 1 -20.9 12.0 1 -9.3 8.8 -7.2 20 1 22.0 1 -5.8 1 14.6 1 -3. 49.1 -13.3 1 -13.3 1 -10.1 -26.7 1 -20.9 115.0 -12.5 1 10.8 -9.3 30 <• an le< 4517. 1 . 14.2 9.8 6. -10. .9 -9.3 -6.3 -7.2 13.0 -10.1 11.3 -8.4 Longitudinal All Angles 15.9 -8.2 10.5 -4.9 -19.1 -10.8 •13.3 -8.4 •26.7 -20.9 12.0 -9.3 8.8 -7.2 110 Transverse 0-5 9. -10.0 12.7 -5. -23.1 -13.1 •16.0 1 -101 1 .32.3 1 -25.3 15.0 -11.3 10.7 -8.7 p 26.61 .7.0 1 1T.7 1 -3.9 1 -2 . -16.0 1 -16. -12.2 -3 .3 1 -25.3 118.0 1 ASA 1 13.1 -11.3 30 < an Is 45 1.6 14.8 1 17.2 1 11. -13.1 1 7. -1 .3 1 •7.6 1 -8.7 116.0 -12.2 1 13.7 -10.1 Longitudinal All Angles 192 -10.0 12.7 -5.9 -23.1 -13.1 1 •16.0 1 -10.1 1.32.3 1 -25.3 11S.0 -11.3 1 10.7 1 -8.7 120 Transverse 0-5 .8 -11.9 15.1 -7. - 7 - 6 -19.1 -1 .f -30.1 17.0 -13.4 12.7 -10.3 20 31.6 -8.3 1 21A 1 -4.6 1 -27.4 -19.1 1 -19. -14.5 -38. -30.1 122.0 -18.0 15.6 1 A3.4 30 < an le<_ 45 25.7 17.6 1 20.4 1 14.0 -15.6 1 8.6 1 -13.4 1 -9 -10.3 t 19:0 144.6 1 1612 ' I=12.1 Longitudinal All Angles 1 22.8 1 -11.9 15.1 1 -7.0 1 -27.4 -15.6 1 -19.1 -12.1 -38.4 -30.1 117.0 -13.4 1 12.7 -10.3 130 Transverse 0-5 26.8 -13.9 17.8 -8.2 -32.2 -18.3 •22.4 -14.2 -45.1 -35.3 20.0 -15.7 14.9 -12.1 20 37,1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 •17.0 1-45.1 -35.3 25.0 -21.1 18.3 -15.7 30 < an le 45 30.1 20.6 4.0 16.5 11.6- -18.3 1 - 5.7 -10 -t .1 22. -17.0 19.1 -14.2 Longitudinal All Angles 26.8 -13.9 17.8 -8.2 -32.2 -18.3 -22.4 -14.2 -45.1 -35.3 20,0 -15.7 14.9 -12.1 140 Transverse 0-5 31.1 -16.1 -9.6 -3T.3 -21. .26.Q • 6. -5 . -4 .9 24.0 -18.2 17.3 -14.0 20 43. -11. 8.7 -6.3 -37.3 -26.0 -26 30 < an le 3.9 7.8 9.1 13.4 117 0 Longitudinal All Angles 31.1 -16.1 20.6 -9,6 -37.3 -21.2 -26.0 -16.4 -52.3 -40.9 24.0 -182 17.3 -14.0 v > 150 Transverse 0.5 35.7 -18.5 231 -ti. -429 1 -24.4 - c 20 9 :•13.0 32.9 1 .7.2 1 422 .8 .6 1-60.0 1 -47.2 134.0 1-21.1 24. - 0.9 r 30 < an la 5 45 40.1 74 31.9 22.0 15. •24.4 13.4 1 -20.9 1-14.1 1 •16.1 130.0 1.22.6 25.4 .189 �? Longitudinal All Angles 35.7 -18.5 23.7 •11.0 42.9 -24.4 •29.8 1 -18.9 1-60.0 1 -47.0 127.0 -20.9 19.9 -16.1 x s� 0 For SI: I W=0.0929 mZ, 1 mph=0.447 m/s,I dogree of angle=0.01745 rad,I psf=47,88 MO. O m Notes: t Pressures for roof angles from 5 to 20 degrees shall be interpolated from the table, 2 Pressures are the sum of the windward and leeward pressures and shall be applied to the windward elevation of the building in accordance with g;.. ' CD 3 if pressure is less than 0,use 0. S 4 Pressures shall be applied in accordance with Figure 1606.2(b), r L7 -- I-J ! r - _ \ KITCHEN LIVING AREA 1550 5q ft Sk A4 4t M, %- " o y �� m� . � �=--�� • � � . � � . r,� , . I Sheet lt- 5 eour W c, l's AKa s s For Se� ttUY�- -J a,a.S d molt- Lj i u e. Fa r tnl ( -v- C Ib s!FCS : 2 16 1 _ y 02 �-Q F ! o r r- C Ig Ua)( t3 - _ v e '7116 os(�, �J A!LED 014 5 "/12. l g' cuwuwT rl e n- - Q.Qs u C 2,) 1 ST RU �" s t o so "� Fd� Ltc� —dQ,wr�l � tiau�:t„ P W OUTLET-6'A"E FIMSFED FLOOR i OWNER:Maszy/Pursell Lot 13 Hidden Paradise Specifications BUILDER: BESTCON, Inc. DATE: 10/1/2002 CONSTRUCTION JOB ADDRESS: Lot 13 Hidden Paradise 1468 Laurel Way Atlantic Beach, FI. 32233 All Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable-"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: 2500 PSI Slump: 3" Width: 20" Depth: 10" Reinforcing: #5 Number: 2 Spacing: N/A Dowels: N/A ..777Spacing: N/A Keyway: N/A FROST FOOTING-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A --TSpacing: N/A Keyway: N/A FOUNDATION WALL-Material: Conc. Block If Concrete Block-Size: 8"x16" Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: #4 Number: 1 Spacing: 48"oc N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A TVentTN/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A R-Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 1 OWNFER:Maszy/Pursell Lot 13 Hidden Paradise 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A Finish & Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: Varies Finish: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: None Fill: Sand Thickness: 4" Size: 3'wide Finish: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 8' x 10' Finish: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 16' wide Finish &Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: If foundation >24" 1-#5 FOUNDATION BOLTS-Spacing: Per req. Location: At perimeter Engineering EXPANSION JOINTS-Type: None Location: N/A CONTROL JOINTS-Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists; floor joists; sub flooring; plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging; joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks, treads and risers. BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 2 OWNER:Maszy/Pursell Lot 13 Hidden Paradise FramingMaterials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16" O.S.B Size: 4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Front, Sides&Rear Mainstreet Size: Varies Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A Nails-Framing Members: Common or Galvanized (weather related) Siding: Galvanized Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top & Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers, Windows& Doors #2 or Better SYP 2x10/12 N/A 6' Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 3 OWNER:Maszy/Pursell Lot 13 Hidden Paradise Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2" vinyl decorative trim Door Trim 3-1/2" vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material: #26 galvanized steel Windows: Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents: Vinyl Gable Vents: None 4.WINDOWS: Manufacturer/Style: KINCO MARK 50 Material: Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material: Certainteed Fiberglass Grade: 25 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4" galvanized Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4" galvanized Roof Edging: 6" pre-painted galvanized steel Step Shingle Flashing: 5" x 5" galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18" galvanized Roof Fans/Vents: 6' steel off-ridge BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 4 OWNER:Maszy/Pursell Lot 13 Hidden Paradise 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54" x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: ncluding Storm Doors Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage Mid America Model Regal 40 PFS 16'x7' 2-1/2" Mid America Other: L� BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 5 OWNER: Maszy/Pursell Lot 13 Hidden Paradise 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek 1450 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1500 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer Wor Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger-jointed white pine WMP-256 2-1/4" Base Generic Finger-jointed white pine WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 6 OWNER:Maszy/Pursell Lot 13 Hidden Paradise 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No.of Coats Installation Walls Ceilings ALL WALLS Sheetrock 1/2n Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/ Popcorn or 1�2" Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 7 OWNER:Maszy/Pursell Lot 13 Hidden Paradise 11. CABINETS,VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE WOR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None LBath#2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Tjoint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile & Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath: w/felt Other: Stucco at foundation only BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 8 OWNER:Maszy/Pursell Lot 13 Hidden Paradise 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump/Air Conditioner Brand Name, Model, Size: 3 ton JANITROL 10 SEER CPKE36-1 A36-10 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers (except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, & Number: CODY One-way throw-11 Grilles Brand Name, Style, & Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, & Model: N/A Electronic Air Cleaner Brand Name, & Model: N/A Baseboard Heat Brand Name, Model & Numbers: N/A Stove Vent: N/A Dryer Vent: 4" metal Bath Vents: 3" diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 9 OWNER:Maszy/Pursell Lot 13 Hidden Paradise 14. PLUMBING: Waste Disposal-Public: City of Atlantic Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of Atlantic Beach Private: N/A Pressure Reducing Valve-Make& Model: N/A Gas Supply-Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies EE Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue '/:' House to Water Heater CPVC SCD40 Glue 3/" House to Bathrooms CPVC SCD40 Glue '/<"TO 1/2" House to Kitchen Sink CPVC SCD40 Glue 3/"TO 1/2" House to Refrigerator CPVC SCD40 Glue 3/<" TO 1/2" House to Dishwasher CPVC SCD40 Glue 3/<" TO '/" House to Ice Maker N/A ,F_ Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 10 OWNER:Maszy/Pursell Lot 13 Hidden Paradise Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath #2 Water Closet STERLING STERLING Elongated Round Toilet Seat Church Church Shower LASCO 3460 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D- DELTA D- 2710LHP/H62/A6 1448LHP/H71/ 2WH A72WH Shower Faucet& Control DELTA D- 1324LH P/H71/A7 2WH Lavatory Faucet& Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location, Type& Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type & Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 11 OWNER:Maszy/Pursell Lot 13 Hidden Paradise Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink Sterling 3322 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer& Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 OWNER:Maszy/Pursell Lot 13 Hidden Paradise 220 Hi h Volta a Wiring Detail: Item Wire Size Breaker Size Individual Circuit quantity Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 2 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 13 OWNER:Maszy/Pursell Lot 13 Hidden Paradise 110 Voltage Wiring Detail• Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 3 1 10 Dining/Family 15 amp #14 CU 5 2 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 4 Master Bath 15 amp #14 CU 1 1 1 Guest Bath 15 amp #14 CU 0 0 0 Bath#1 15 amp #14 CU 1 1 1 Bath#2 Master Bedroom 15 amp #14 CU 2 1 6 Bedroom#1 15 amp #14 CU 1 1 3 Bedroom#2 15 amp #14 CU 1 1 5 Bedroom#3 Closet#1 15 amp #14 CU 1 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 20 amp #12 CU 3 1 3 Garage 15 amp #14 CU 1 2 3 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 14 OWNER:MaM/Pursell Lot 13 Hidden Paradise 110 Voltage Wiring Detail (continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 Cl 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 1 5 Weatherproof Recept.. 15 amp #14/2 CU 3 Smoke Detectors 15 amp #14/2 CU 4 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name& Model Number Wire Size Quantity Dining Room Progress 4032-30 1 Breakfast Nook None 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-30 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls, Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage (front wall bracket) Progress P5745-30 1 P Porch (O/H) Progress Recessed 1 n Sink (O/H) Recess with open trim 2 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 15 OWNER:Maszy/Pursell Lot 13 Hidden Paradise 16. PAINTING: PAINT, EXTERIOR: N/A Number.of Coats: 2: N/A Siding: Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: Ultra deluxe flaq Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks/Downspout Extensions: N/A Other: BESTCON,INC. 2440 South Beach Parkway -Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 16 OWNER:Maszyl Pursell Lot 13 Hidden Paradise 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7'-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To 7'-0"AFF Bath#2 Foyer C/TILE Laundry VINYL E -- - ---- 11 Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19. SPECIAL EQUIPMENT: Not Included Elsewhere Garage Door Opener Brand Name& Model: Pre-wire ONLY Attic Fan Brand Name & Model: N/A Skylight Brand Name & Model: N/A Suntech FGC 2549 Bronze 25"X 49" Roof Ventilator Brand Name& Model: 6' Off Ridge Vent Galvanized Stampco Smoke Detectors Brand Name & Model: Firex 4418 w/battery backup Intercom Brand Name & Model: N/A Style& Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 2 Burglar Alarm Brand Name & Model: DSC PC1555 Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 OWNER:Maszy/Pursell Lot 13 Hidden Paradise 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: Full Coverage of Floritam St. Augustine Number and species of plants: 20- 3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21.SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22.ALLOWANCES: ITEM Manufacturer and Model/Style INSTALLATION DATE (Tentative) Wallpaper, Materials, & Labor N/A N/A Floor Coverings—Carpet Portico -Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong - Memories N/A Range MAYTAG MER5530AAW N/A Dishwasher MAYTAG MDB4100AWW N/A Hood vent MAYTAG H 304RW N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan &Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing & Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 18 ,FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name Lot 13 Hidden Paradise Builder: Bestcon Const Address: of 13 Hidden ParadisePermitting Office: City, State: I �j� ,", Permit Number: Owner: V; Jurisdiction Number: Climate Zone: NorthO 1 New construction or existing New _ 12. Cooling systems 2. Single family or multi family Single family a. Central Unit Cap:48.0 kl3tu/hr 3. Number of units,if multi-family 1 _ SEFK: 10.00 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area(ft'-) 2253 ft' c. N/A -- 7. Glass area&type _ -. a. Clear-single pane 0.0 ft' - 13. Heating systems b. Clear-double pane 326.0 ft' _ a. Electric Heat Pump Cap:48.0 kl3tu/hr _ c. Tint/other SHGC-single pane 0.0 ft' _ 11SPF:7.30 ftb. N/A d. Tint other SHGC-double pane 8.0 ' 8. Floor types _ �- a. Slab-On-Grade Edge Insulation R=0.0,163.0(p)ft _ c. N/A _. b. Raised Wood,Adjacent R=19.0, 109.0ft' _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallon, _ a. Frame,Wood,Exterior R=l 1.0,827.0 ft' _ EF:0.91 b. Frame,Wood,Exterior R=11.0,669.0 ft' _ b. N/A c. Frame,Wood,Adjacent R=11.0,181.0 ft2 d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1779.0 ft' _ 15. HVAC credits b. Under Attic R=19.0,48.0 W _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 150.0 fl _ MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) f Total as-built points: 33771 Glass/Floor Area: 0.15 PASS Total base points: 33837 1 I hereby certify that the plans and specifications covered Review of the plans and TH>s S T by this calculation are in compliance with the Florida I specifications covered by this tiC; = ATFo Energy Code. Q, ��: j calculation indicates compliance �43`,,,'''� Izz".., 1 with the Florida Energy Code. �' o PREPARED BY: ��Q��.� Before construction is completed v DATE: V this building will be inspected for I hereby certify that this b ildi as design is in compliance with Section 553.908 .fc compliance a nerg Florida Statutes. Op wa OWNER G BUILDING OFFICIAL: DATE: DATE: EnergyGauge(D(Version: FLR1PB 0.21) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 13 Hidden Paradise. . . PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2253.0 20.04 8127.0 Double,Clear SW 7,0 6.0 7.0 38.46 0.46 1232 Double,Clear W 7.0 6.0 36.0 36.99 0.49 652 1 Double, Clear S 1.3 6.0 6.0 34.50 0.89 184.6 Double, Clear S 1.3 6.0 18.0 34.50 0.89 553.9 Double,Clear E 1.5 6.0 18.0 40.22 0.91 660.8 Double,Clear E 1.5 6.0 53.0 40.22 0.91 1945.8 Double,Clear E 6.0 6.0 53.0 40.22 0.52 1103.9 Double,Clear N 1.3 15.0 30.0 19.22 0.99 573.6 Double,Clear N 1.3 15.0 16.0 19.22 0.99 305.9 Double,Clear W 1.3 6.0 15.0 36.99 0.94 520.0 Double,Clear E 1.3 6.0 53.0 40.22 0.94 1996.7 Double,Clear N 1.3 6.0 15.0 19.22 0.95 275.0 Double,Clear N 1.3 6.0 6.0 19.22 0.95 1 1C.0 Double,Tint H 0.0 0.0 8.0 60.66 1.00 485.3 As-Built Total: 334.0 9491.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Point:3 Adjacent 181.0 0.70 126.7 Frame,Wood,Exterior 11.0 627.0 1.70 1405.9 Exterior 1496.0 1.70 2543.2 Frame,Wood, Exterior 11.0 669.0 1.70 1137.3 Frame,Wood,Adjacent 11.0 181.0 0.70 126.7 Base Total: 1677.0 2669.9 As-Built Total: 1677.0 2669.9, DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 40.0 6.10 244.0 Exterior 40.0 6.10 244.0 Adjacent Wood 19.0 2.40 45.6 Base Total: 59.0 289.6 As-Built Total: 59.0 289.6 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1659.0 1.73 2870.1 Under Attic 30.0 1779.0 1.73 X 1.00 30777 Under Attic 19.0 48.0 2.34 X 1,00 112.3 Base Total: 1659.0 2870,1 As-Built Total: 11827.0 3190.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 163.0(p) -37.0 -6031.0 Slab-On-Grade Edge Insulation 0.0 163.0(p -41.20 -6715.6 Raised 109.0 -3.99 -434.9 Raised Wood,Adjacent 19.0 109.0 0.40 43.6 Base Total: -6465.9 As-Built Total: 272,0 -6672.0 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®1ResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 13 Hidden Paradise, , , PERMIT#.- BASE :BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2253.0 10.21 23003.1 2253.0 10.21 23003.1 Summer Base Points: 30493.8 Summer As-Built Points: 31972.5 Total Summer X System - Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 31972.5 1.000 (1.090 x 1.147 x 1.00) 0.341 1,000 13642,8 30493.8 0.4266 13008.7 1 31972.5 1.00 1.250 0.341 1.000 13642.13 EnergyGaugeT" DCA Form BDOA-2001 EnergyGauge®/ResFREE'2001 FLRIPB v3.21 'FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 13 Hidden Paradise, , , PERMIT#: BASE AS-BUILT FGLASSPESditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2253.0 12.74 5166.6 Double,Clear SW 7.0 6.0 7.0 7.17 1.69 87 Double,Clear W 7.0 6.0 36.0 10.77 1.18 459.2 Double,Clear S 1.3 6.0 6.0 4.03 1.08 2E,.0 Double,Clear S 1.3 6.0 18.0 4.03 1.08 76 1 Double,Clear E 1.5 6.0 18.0 9.09 1.04 169.4 Double,Clear E 1.5 6.0 53.0 9.09 1_04 49E 9 Double,Clear E 6.0 6,0 53.0 9.09 1.29 51,�.1 Double, Clear N 1.3 15.0 30.0 14.30 1.00 42C Double,Clear N 1.3 15.0 16.0 14.30 1.00 22E 8 Double,Clear W 1.3 6.0 15.0 10.77 1.02 1642 Double, Clear E 1.3 6.0 53.0 9.09 1.03 494.9 Double,Clear N 1.3 6.0 15.0 14.30 1.00 214 9 Double,Clear N 1.3 6.0 6.0 14.30 1.00 8E 0 Double,Tint H 0.0 0.0 8.0 10.23 1.00 81.8 As-Built Total: 334.0 363E.9 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 181.0 3.60 651.6 Frame,Wood, Exterior 11.0 827.0 3.70 3055.9 Exterior 1496.0 3.70 5535,2 Frame,Wood,Exterior 11.0 669.0 3.70 2475.3 Frame,Wood,Adjacent 11.0 181.0 3.60 651.6 Base Total: 1677.0 6186.8 As-Built Total: 1677.0 6186.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 11.50 218.5 Exterior Wood 40.0 12.30 492.0 Exterior 40.0 12.30 492.0 Adjacent Wood 19.0 11.50 21E.5 Base Total: 69.0 710.5 As-Built Total: 59.0 710.5 t CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points 1 Under Attic 1659.0 2.05 3400.9 Under Attic 30.0 1779.0 2.05 X 1.00 3646.9 Under Attic 19.0 48.0 2.70 X 1.00 129.6 Base Total: 1659.0 3400.9 As-Built Total: 1827.0 3776.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 163.0(p) 8.9 1450.7 Slab-On-Grade Edge Insulation 0.0 163.0(p 18.80 3064.4 Raised 109.0 0.96 104.6 Raised Wood,Adjacent 19.0 109.0 2.20 239.8 Base Total: 1555.3 1 As-Built Total: 272.0 3304.2 EnergyGauge(D DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 13 Hidden Paradise, , , PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2253.0 -0.59 A329.3 2253.0 -0.59 -1329.3 Winter Base Points: 15690.9 Winter As-Built Points: 16284.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Paints (DM x DSM x AHU) 16284.6 1.000 (1.069 x 1.169 x 1.00) 0,467 1,000 9506.1 15690.9 0.6274 9844.5 16284.6 1.00 1.250 0.467 1.000 9506.1 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®1ResFREE'2001 FLR1PB v3.21 'FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot 13 Hidden Paradise, , , 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 4 2746.00 10984.0 50.0 0.91 4 1.00 2655.47 1.00 10621.9 As-Built Total: 10621.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 13009 9844 10984 33837 13643 9506 10622 33771 PASS O4-THE ST4�tc � � a s a EnergyGaugeT'4 DCA Form 60OA-2001 EnergyGauge®1ResFREE'2001 FLR1 PB v3.21 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot 13 Hidden Paradise. . . PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS 1 SECTION REQUIREMENTS FOR EACH PRACTICE CHECK- ---------- ---- -------. - - — Exterior_Windows&Doors ,606.1:ABC 1 1 Maximum_.3 cfm/sq ft•window area; .5 cfm/sq-ft.door_area. Exterior&Adjacent Walls 606.1.ABC.1 2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames, surrounding wall foundation&wall sole or sill plate;joints between exterior wall panels at corners, utility penetrations;between wall panels&top/bottom plates,between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss orjoint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed j _ to the penmeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access-EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams._ Recessed Lighting Fixtures 606 1.ABC.1-2.4 Type IC rated with no penetrations,sealed; or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested.,__-__^— Multi-story Houses 1606.1.ABC-1.2,5 Air barrier on perimeter of floor cavity between floors Additional infiltration regts 1606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit j breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. 1 Swimming Pools&Spas 612.1 I Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal ---... . --- —- efficient_of 78%. --.._. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min.insulation. HVAC Controls 607.1 Sgparate readily accessible manual or automatic thermostat for each ystem. Insulation 604.1,602.1 Ceilings-Min,R-19, Common wails-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGauge'r'4 DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.21 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 81.9 The higher the score,the more efficient the home. Lot 13 Hidden Paradise, , , 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 48.0 k11tu!Ihr 3. Number of units,if mull i-family 1 - SEEK: 10.00 _- 4. Number of Bedrooms 4 _ b. N/A _. 5. Is this a worst case? Yes 6. Conditioned floor area(ft') 2253 ft' c. N/A 7. Glass area&type - - a. Clear-single pane 0.0 ft' _ 13. Heating systems b. Clear-double pane 326.0 ft= _ a. Electric Heat Pump Cap:48.0 klitu/hr c. Tint/other SHGC-single pane 0.0 ft, _ HSPF:7.30 _- d. Tint/other SHGC-double pane 8.0 ft= b. N/A 8. Floor types - - a. Slab-On-Grade Edge Insulation R=0.0, 163.0(p)ft _ c. N/A b.Raised Wood,Adjacent R=19.0,109.02 _, c. N/A 14, Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons a. Frame,Wood,Exterior R=11.0,827.0 ft2 J EF:0.91 b. Frame,Wood,Exterior R=11.0,669.0 ft2 _ b. N/A c. Frame,Wood,Adjacent R=11.0, 181.0 ft2 - d.N/A _ e. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1779.0 ft' _ 15. HVAC credits b. Under Attic R=19.0,48.0 ft' _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts W PT-Programmable Thermostat, a. Sup:Une. Ret: Unc. AH:Garage Sup.R=6.0, 150,0 ft _ RB-Attic radiant barrier, b. NIA MZ-C-Multizone cooling, MZ-H-Multizone heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) OQ'S1dE ST41 in this home before ins ection. Otherwise,a new EPL Display Card will be completed =f, oc based on installed e c pliant features. �-� Builder Signatur : W, Date: 10 Address of New Home: �City/FL Zip: op WE� *NOTE: The home's estimated energy performance score is only available through the FLA/RES co�rogram. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPAIDOE EnergyStar`Mdesignation), your home may qualify for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucf.edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Consirucib r. contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version: FLRIPB v3.21) DATE: 9/10/02 MANUAL "J" SUMMARY REPORT -------------- Prepared For: Prepared By: Bestcon Const R.B. Ellis Energy Design Systems Job Name: Lt 13 Hidden Paradise *********************************************************************** DESIGN CONDITIONS For Jacksonville OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 32 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor 5 Latent Factor 29 *********************************************************************** Sensible Room Heating Heating Cooling Cooling Name BTUH CFM BTUH CFM ------- ------- ------- ------- WHOLE HOUSE 40787 1360 37369 1557 ------- ------- ------- ------- HEATING COOLING DELTA T 40 DELTA T 23 NOTE: **Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. *** PREPARED BY ENERGY DESIGN SYSTEMS 904-287-5339 DATE: 9/10/02 MANUAL "J" DETAILED REPORT FOR WHOLE HOUSE Prepared For: Prepared By: Bestcon Const R.B. Ellis Energy Design Systems Job Name: Lt 13 Hidden Paradise EXPOSURE GLASS NORTH SOUTH EAST WEST NE/NW SE/SW HORZ TOTAL ------------------------------------------------------------------------ AREA 69 24 176 51 7 8 335 COOLING 1725 960 13024 3774 455 576 20514 HEATING 2208 768 5632 1632 224 312 10776 ------------------------------------------------------------------------ WALLS TOTAL ------------------------------------------------------------------------ AREA 1677 1677 COOLING 4193 4193 HEATING 6708 6708 ------------------------------------------------------------------------ DOORS TOTAL ------------------------------------------------------------------------ AREA 59 59 COOLING 779 779 HEATING 1221 1221 ------------------------------------------------------------------------ FLOOR AREA COOLING HEATING ------------------------------------------------------------------------ SLAB 163 5933 RAISED WOOD 109 98 240 ------------------------------------------------------------------------ CEILING AREA COOLING HEATING ------------------------------------------------------------------------ UNDER ATTIC 1779 2757 2669 SGL ASSEMBLY KNEE WALL 48 110 130 ------------------------------------------------------------------------ MISCELLANEOUS COOLING LOADS --------------------------- People Sensible Load 1500 Latent Load 4456 Lights & Appl. Load 1200 Latent Safety Btuh 223 Ventilation Load Duct Heat Gain 3112 Infiltration Load 2674 Sensible Safety Btuh 1691 TOTAL SENSIBLE LOAD 38629 TOTAL LATENT LOAD 4678 Summer ACH 0.4 Temp. Swing Mult. 1. 00 *** Total Cooling Load 47638 BTUH Or 3 .97 Tons *** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 9850 Ventilation Load Duct Heat Loss 1384 Safety Btuh 1876 Winter ACH 0. 7 *** Total Heating Load 40787 BTUH Or 3 .40 Tons*** PAGE 1 Date: 08/29/2002 MANNING BUILDING SUPPLY LOG #: B0675F TRUSS DIVISION JOB #: JACKSONVILLE 0"3alesman: JOHN FERGUSON Pitch: /12 Customer: BESTCON HOMES Job Name: PmAddress : 2440 South Beach Parkway Address: LOT 13 HIDDEN PARADISE Jacksonville Bch, FL. 32250 Designer: KA -------------------------------------------------------------------------------- Left Right �tyl Span I O.H. I O.H. I Description -------------------------------------------------------------------------------- '" 7 18 ' 10" 8 0 0 ' F1 2 18 ' 10" 8 0 ' 0 ' F1A 3 15 ' 3" 0 ' 0 ' F2 4 11 ' 10" 0 ' 0 ' F3 3 17 ' 6"8 0 ' 0 ' F4 1 17 ' 6" 8 of of F5 RAISF-D 3 17 ' 6" B 0 0 f F6 SEALS 1 13 8" 8 or 0 F7 1 3' 2"8 0 ' 0 ' F8 ** Beams ** 2 18 BM-1 GPLAM 16" ** Hardware Floor ** 8 THA422 SY42 Hanger „ 1 S HGUS412* 2-ply GPLam Hanger -------------------------------------------------------------------------------- 25 - Trusses 9 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks 2 - # of Beams 0 - # of Rim Board --------------------- 25 - Total Trusses MANNING BUILDING SUPPLIES KEVIN ASHWORTH 6 Sep 200211:27 am 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTBeam®Engineering Analysis 01996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.0 Project : B0675.FBD Information : BESTCON LOT 13 Mark# : BM1 Desc Usage : Beam(Floor) Repetitive : No Spacing (h) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No 3.5", 565 psi Ll 3.5", 565 psi Ll 3.5", 565 psi LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 pst, Roof.,Live=30 psf,Dead'-12 psf. Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape QStart QEnd Start dEnd Span# Starts Ends Additional Info 1 Concentrated(lbs) 223 162 100% 0 139" F8 2 Span Carried(psf) 42 30 125% 0 0.91 17'4114" 15'31/2"s.c.-ROOF 3 Partial(plf) 80 0 100% 0 0'0" 14'0" WALL Uniform(plf) 15 0 0 0 17'41/4' Self Weight "Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. " SUPPORTS(lbs) 1 2 3 Max Wn 1552 4472 1381 Min Wn 538 1941 311 4 DL R'n 653 1941 432 Min Brg(in.) 1.50 3.00 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 1629 1 T 5" 71 13300 125% 0.12 M(ftdbs) 3572 1 8'la, 71 44445 125% 0.08 LtRn(lbs) 1552 0 019, 42 6921 100% 0.22 See Note#5 RtRn(lbs) 1381 0 1T 4" 73 6921 100% 0.20 See Note#5 IntRn(lbs) 4472 0 8119, 71 6921 100% 0.65 See Note#5 LLDefl(in.) 0.01 2 4'Y 73 0.28 U7364 TLDefl(in.) 0.02 1 4'5" 42 0.44 U4680 USE. GPLAM 2.0E 1.75x16.00" 2 Pliesp y Grade,Depth,Pries selected b User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Speclflcations for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verMed by Georgla-PacMc Engineered Lumber Technical Services. 4.Design valid for dry use only. 6. This reaction is based on the combination of loads 6 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Rn from Supports'section above. 0.Bearing length based on design material,support material capacity shall be verMed(by others). 7. When required by the building code,a registered design professional or building official should verify the Input loads and product application. d. This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for commercial uses. 1 ' 9.Verity that load/s applied at top or equally from both sides. 10.Nail plies together with 16d nails Q 12"o1c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12.For explanation of GROUP change to expanded printout. x (B0675F- F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. I 8-5-4 24" -5 5" Typ. 4X4= 1.5X4111 3X3= 1.5X4(R) 1.5X4(R) = 3X5= 3X3= 3X3= 1.5X4 111 3X3= 3X5= 4X4= 1-0-8 1T 0 � 1-0-8 I 8-1-I�� 5X5= 3X5= 3X3= 3X3= 3X3= 3X3- 3X5= 5X5- 2 X 4 III 2 X 4 III fE 18-10-8 Over 2 Supports R=1026 W=3.5" R=1026 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD i9.5d FL 3 R - Scale =.375" Ft. **WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY THE (TRUSS PLATE `' �teltRip�FejTC LL 40.0 PSF REF R151--7887 INSTITUTE, 583 D'ONOFR](1 DH., SUITE 200, MADISON, WI 53779), fOR SAFETY PRACTICES PRIOR TO % G � PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROP ATI.ACHE9 I ��{` 4 I� T C D L 10.0 P S F DATE 08/30/02 STRUCTURAL PANELS, BOTTOM CHORD SHAH HAVE A PROPERLY ATTACHED RIGID CE MING. * i "IMPORTANT`* FURNISH A COPY OF THISDESIGN TOTHEINSTALLATION CONTRACTOR. ALPINE ENGINEEREDC DC DL 5.0 PSF DRW HCUSR151 D2242III PRODUCTS, [NC. SHALL NOT BERESPONSIBLE FOR ANY DEV[ATION FROM THIS DESIGN; ANY FAILURE TD 1 f�•BUILD THE TRUSEIN CONFORMANCCWITH TPI; OR FABRICATING, HANDLING, SHIPPING, IN.SIAIIING AND -No_22839 `. +_ BG LL 0.0 PSF HC-ENG MNM/DR ALPINE BRACING OF TRUSSES. THIS DESIGN CONE OR MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE — SPECIfICAT10N PUBLISHED BY THE AMERIC0.N FOREST ANU PAPER ASSOCIATION) AND TPI. AL P]NEJF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS vO •� TOT.L D. 55.0 P S F S E Q N - 39818 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER +',PDRAWING 760 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING �•4�'C( (pp ff(jjj Alpin Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �+,� .�• ` �� D U R.FAC. 1.0 0 FROM KA IIan1C5 City,FL 33844 COMPONENT FOR ANY PART ICUL AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER .FtL) FL Certificate of Authorization#567 ANS I/TP1 7 IB95 SECTION 2. Aug '4tr,,i, tt��t� SPACING 24.0" (B0675F- FIA) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SPECIAL LOADS SEE DWG GBLSY42AO699 OR GBLSY42BO699 FOR GABLE DETAILS. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 210 PLF at 0.00 to 210 PLF at 18.88 BC From 10 PLF at 0.00 to 10 PLF at 18.88 3X5= 2X4111 T T 1 4-0 1-4-0 1-4-0 8 1 2 2X4 III 3X3= 2X4111 LE 18-10-8 Over Continuous Support R=220 PLF W=18-10-8 Note: All Plates Are W1.5X4 Except As Shown, PLT TYP. Wave TPI-95 Design Criteria: TPI STD ?.9.5ti FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANL y{IIIAff/ BRACING. REFER T%HIB (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \\\\' //// T C L L 40.0 P S F R E F R 1 51--7 888 INSTITUTE, SB3 O'ONOFRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR YO I `�� '(ER K? PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,� •11�j• fil,��j� I C DL 10.0 PSF DATE 08/30/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� ,11 C•9�.•?/ **IMPORTANT** FURNISH A COPV OF THIS DESIGN TO THE 1NST ALL ATI ON CONTRACTOR. ALPINE ENGINEETED BC DL 5.0 P S F D R W HCU SR151 02242114 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL 10 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; 0R FABRICATING, HANDLING, SHE PIRG, INSTALL INIS AND p, =_ BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D',SIGN �W� • B C L L 0.0 P S F H C-ENG M N M/D R SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNE f,TORS ARE MADE OF 2OGA ASTM A 6 5 3 GR4O GALV. STEEL, EXCEPT AS NOTED. AP P I.Y CONNECfORS ,f1 r•Q�•< T 0 T.L D. 5 5.0 P S F S E Q N - 39820 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED UN THIS DESIGN, POSITION CONNECTORS PER t(N. •F R �/ IZ NOS 160 A 2. THE SE AI. GN THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING I moi,G. o>?;Q••• �� D U R.FAC. 1.00 F ROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SVIIABIIITY AND USE OF THY£ / EdG� Ha1neSCity,FL 338A4 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AIIq 3LR/!/} fl\\\�\\` SPACING SEE ABOVE FLCeitificateofAuthorization#567 ANSI/TPI 1-1995 5 CTIO 2. (B0675F- - F2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #1 Dense WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 4-10-12 _I 24 11 -1 -4-" 5" Typ. 3X5= 1.5X4(R) 1.5X4(R) 3X5= 3X3'= 1.5X4 III 3X3= 3X3= 3X3= 3X5= -T- T01 1-0-8 1 0-e � I Y_ �8-1- 3X5= 3X5- 3X3= 3X3= 3X3= 3X6= 2X4 III 1.5X4 III 2X4 III E 15-3-0 Over 2 Supports - R=826 W=3.5" R=826 W=3,5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD w_ )9.5d FL/-/3/-/ /R - Scale =.375" Ft. .WARN TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 4 0,0 P S F R E F R 1 5 1--7889 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TP I (TRUSS PLATE ```��itiGI IR�e ��, INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO % I G S,� T C D L 10.0 P S F DATE 08/30/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `� I� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '*[MPURTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEER4J '�A �J'�•' BC DL 5.0 PSF DRW IiCUSR151 02242113 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BU,LD THE TRUSSES IN CONFORMANCE M[TH TPI Oft FABR[GATING, HANDLING, SHIPPING, INS,AI LING TO _ N wwpp,m� O BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN ZNo.�-2839 j BC LL 0.0 P S F HC-ENG M N M/D R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE " STATE OF TOT.L D 5 5.0 P S F S E A N - 39823 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �^, y�� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER /� r Q'�� DRAWING'- 1c0 AZ. THE SEAL ON THIS DRAWING INDICATES ACC[PTAHCE OF PROFESSIONAL ENGINEERING OUR.FAC 1.00 FROM KA L11IpID0 EDg1000ICd PLO(IUCIS,Inc. RESPONSIB[1-IIY SOLELY FOR THE TRUSS COMPONENT DES[GN SHOWN. THE SU ITAB IL[TY AND USE OF THISflaines City,FL 33844 yr��.__p�.� T FI.CCI?1tlCafeOf UtIIOI'1Z8C1011#5(] ANNI/NPITIF1995NSECTIONc.ULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Allg�� 't `e GNU\`,�1 SPACING 24.0" (B0675F- F3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 4-11-0 I 24 4-11-0 l 5" Typ. 3X5= 1.5X4(R) 1.5X4(R) 3X3- 3X3= 3X3= 3X3= 3X5= 7F- T0 1 0-8 + 1-0-8 1 3X5= 3X3= 1.5X4111 3X5= 2X4111 1.5X4 III 3X3= 2X4111 QE 11-10-0 Over 2 Supports � R=638 W=3.5" R=638 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5d FL 3 - R - Scale "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T BRACING. REFER TO HIB 91 (HANDLING INSTALLING ANU BRACING), PUBLISHED BY TPI (TRUSS PLAIE + t ��lI�I1tt1UxW T C L L 40.0 P S F R E F 8 15 1--7 8 9 0 INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO I! \\\\,,'\G�LPi TC DL 10.0 PSF DATE 08/30/02 PERFORMING THESE FUNCTIONS. UNI ESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `\ +R� /A.�j� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A Pft OPE RLY ATTACHED RIGID CEILING. p "IMPORTANT`" FURNISH A COPY OF THIS DESIGN TO THE IN 5TALLATION CONTRACTOR. ALPINE ENGINEERf9 + BC DL 5.0 PSF D R W HCUSR151 02242112 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TH[S DESIGN; ANY FAILURE TC' ALPINE BUSLD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, [NST AILING ANG ! N4.22839 = B C L L 0.0 P S F N C-ENG M N M/D R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DE !GN • A c SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE s STATE OF � � T CONNECTORS ARE MADE OF 20GA ASTM AB 53 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNE CIORJ 'O S TOT LD. 55.0 P S F S E O N 39826 EACH FACE OF TRUSS, AND ON OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER r' � I DRAWINGS 160 A-2. THE SEAL ON TH15 DRAWING INDICATES ACCPPIANCE OF PROFESSIONAL ENGINEER}ryG rI t��,��^LCA%lQh- D U R.FAC. 1.00 F R O M K A Alpine Engineered Products,lnC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESi GN SHOWN. THE SUITABII TTY AND USE Of THIS 2�j �`��y�'_, \\\ FI,certificateO y,FL 13384 X567 ANSI/TPI NTIFlR AN,EPTR ONCUL AR BUILD CNS IS THE RESPONSIB(LI TY OF THE BUILDING DESIGNER, PER AUQ 3ful/ 'G yV 00 SPACING 2n 0" (B0675F- F4) THIS DWG PREI'ANI1, 1 kohl I,uMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3-4-14 24" 1 24" I 3-5-14 1 6-7-1 5" TYP• 1.5X4111 3X3= 3X3= 3X3=- 3X5=— X3=3X5= 3X3- 1.5X4 III 3X8= 1.5X4 III 1.5X4 III 1.5X4 III 3X5= T T 1 4-0 V\z 1-4-0 1-4-0 �8-1-ZL 3X3= 3X3= 3X3= 3X3- 3X5- 3X3- 3X3- 3X3- 2X4111 2 X 4 III 2 X 4 III 1, 8-8-4 17-6-8 Over 3 Supports R=470 W=3.5" R=1006 W=3.5" R=479 PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 1t).5d FL 3 R - Scale =.375" Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAT.` <6ttNtt'�r�t4/ TC L L 40.0 P S F R E F R 15 1--8 9 7 9 INSTi TOTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRILR To ♦♦ E,R P,�'�ik'. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT 4C HED ♦ A- T C D L 1 0.0 P S F DATE 08/30/02 **IMPORTANT*ANELFURNISH 0OA CO FHTH ISND EST NPTOPT HE YINSTALLATION CHED GID ECONTR ACTOR. ALPINE tN61 PEERED IL NO • �t�lC4�'Y�i'� PRODUCTS, INC. SHALL NDT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV fA.TTURE TO qL B C D L 5.0 P S F D R W HCUSR151 02242119 BUILD THE TRUSSES IN CONFORMANCE WI TN TPI; OR FABRICATING, HANDLING, SHIPPING, INSIALLtNr AND I ' No.U839 B C L L 0.0 P S F HC-ENG M N M/D R 7ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAI DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE. ,• STATE OF • – CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL ST STEEL, EXCEPT AS NOTED. APPLY CONNECIv^S 'gip T 0 T.L D. 5 5.0 P S F S E Q N - 39840 EACH FACE OF TRUSS, AND UNLESS OT Ii ERWISE LOCATED ON THIS DESIGN, POSITION CON NLC,TORS PER i •� *( •`Q' gAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENG7NEE�X!r_'G /�'r11f•�f�950 • �♦♦� D U R.FAC 1.00 F R O M K A AlpineHain sneer,FL 34844 Inc.111C. COMPONENT RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Or iH 1:, F,u��3��'1*ADL\`7"``♦♦06 SPACING 24.0" I18IneS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF [HE BUILDING DESIGNER, PER C Gl, FLCertiticateofAuthorization#567 ANSI/TPI 11995 SECTION 2. (B0675F- F5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. SPECIAL LOADS TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 210 PLF at 0.00 to 210 PLF at 17.54 BC From 10 PLF at 0.00 to 10 PLF at 17.54 SEE DWG GBLSY42AO699 OR GBLSY42BO699 FOR GABLE DETAILS. 3X5= 2X4111 T T 1-4-0 1-4-0 1-4-0 1 +8-1-ZL 2X4111 3X3= 2X4111 fE 17-6-8 Over Continuous Support R=220 PLF W=17-6-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) _ 19.5d FL 3 - R - Scale =.375" Ft. WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANP BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS Pf Nit Llll(ffftf// TC LL 40.0 PSF REF R151--8977__ INSTITUTE, 583 D�ONOFRI0 DR., SUITE 200, MAD SON, WI 53719), FOR SAFETY PRACTICES PR T OR i0 ��\�LL�E R P �j� — PERFORMING THESE FONf,T10 S. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY :.TTACH['l ��Ih�C T/�2'�'' TC DL 10.0 P S F DATE 08/30/02 STR Uf,7 UR AL PANELS, BOTT(IM CI{GRD SHALL NAVE A PR OPERIY ATT AC NED RIGID CEILING. C� -Y_Y `*IMPORTANT— FURNISH A COPY OF THIS DESIGN TD THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED a(]) B C D L 5. P S F D R W HCUSR151 02242116 PROBUIL DCT S.THE TRU SSESA IN LL C ONFOR M T BE RESPONSIBLE TPI; OR OR AN FABRICATINOG, HANDLINGS DS HIP P I N G, IN" INST,..NY AL'NG E P.NJ 1� ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIOtirL 6E SI GN 'i STATE 22839 B C L L Q.0 P S F HC-ENG M N M/D R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL PIN; •- STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNf,-;OR, TO TOT.L D. 5 5.0 P S F S E Q N - 39838 EACH FACE OF TRUSS, AND UNLESS OiH ERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �'� • tI DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EWo TWELp ItJG ��i��1� F(OR%QP 'v�� O D R.FAC. 1.00 F R 0 M K A Alpine Engineered Products,Inc. RE SP ONS[B ILL TY SOLELY FOR THE TRUSS COMPONENT DESIGN SNUNN. THE SUITAB II_I IY AND OSE [pC Hames City,FL 33843 I:OM PONE NT FOR ANY PARTICULAR BUILDING IS THE RE$PONSIBILIiY OF THE BUILDING DESIGNER, PER �(1[S , � SPACING SEE ABODE FL Certificate of Authorization#567 AN`I;TPi 1-1995 SECTION 2. AUg I I L��` (B0675F- - F6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SPECIAL LOADS TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.00 to 100 PLF at 17.54 HANGER= SIMPSON'S THA422 BC From 10 PLF at 0.00 to 10 PLF at 17,54 FILL ALL NAIL HOLES. TC 520 LB Conc. Load at 14.83 NOTE: THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD SPECIFIED HANGER(S) BASED ON SOUTHERN PINE MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT TRUSS ENGINEER & FABRICATOR ARE NOT RESPONSIBLE FOR LOAD CATALOG FOR PROPER APPLICATIONS. MAGNITUDES AND LOCATIONS. L 3-4-14 I 24" -� i 2-1-1 5" Typ. 1.5X4 III 3X3= 3X5= 3X3- 1.5X4 III 3X5= 3X3= 3X3= 3X6= 3X6= T T 1 4-0 !SA 1-4-0 1-4-0 +8-1-2 3X3= 3X3- 3X3= 3X3- 3X3- 3X3= 2X4111 3X5= 2X4111 2X4111 3X5= L 8-8-4 1 17-6-8 Over 3 Supports R=452 W=3.5" R=1219 W=3.5" R=822 PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.53a FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TO (TRUSS PLATE G1 T C L L 40.0 P S F R E F R151--8980 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES 11 OR T6 ` ��GR fP f� ' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, IUP CHORD SHALL HAVE PROPERLY ATTACHED `� T C D L 10.0 P S F DATE 08/30/02 I STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �,�1��"'•��/A�'-j **IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I S C` C'1�)�v i g C DL 5.0 P S F D R W HCUSR151 02242118 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD THE TRUSSES [N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, ATIONALID AN f Na.n�� B C LI 0.0 P S F HC-ENG M N M/D R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL D[SIuM1 �h/!vZ NG U L SPECIFICATION PUB I-I SHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CC)NNECIORS TF I • NATE.Q� = T 0 T.L D. 55.0 P S F S E Q N - 50831 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TH[S DESIGN, POSITION CONNECTORS PERs/Q' DRAWINGS 160 A-Z. THE SEAL UN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •�!�7• :(�R.1:P•�/`�� DUR.FAC. 1.00 FROM KA Alpin Engineered Products,Inc. RE SPUN SIB ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF kfiS i� �(+f/��s �� HamesClty,F1, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER HUgs�Ag•�/ `��` SPACING SEE ABOVE FLCertifiateofAuthorization#567 ANSI/TPI 1 1995 SECTION 2. �� 4 t (B0675F- F7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SPECIAL LOADS TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 100 PLF at 0.00 to 100 PLF at 13.71 HANGER= SIMPSON'S THA422 BC From 10 PLF at 0.00 to 10 PLF at 13.71 FILL ALL NAIL HOLES. TC 520 LB Conc. Load at 11.00 NOTE: THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD SPECIFIED HANGER(S) BASED ON SOUTHERN PINE MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS",) LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT TRUSS ENGINEER & FABRICATOR ARE NOT RESPONSIBLE FOR LOAD CATALOG FOR PROPER APPLICATIONS. MAGNITUDES AND LOCATIONS. 1 " Typ 3X5= 3X3= 3X5= 3X3= 3X3= 3X6= 3X6= T T 1 4-0 1-4-0 1-I4-0 +8-1-ZL 2X4111 3X3- 3X3= 3X3= 2X4111 3X5= 2X4111 3X3= 3X5= 4-10-4 �1 fF 13-8-8 Over 3 Supports R=209 R=1125 W=3.5" R=788 PLT TYP. Wave TPI-95 Design Criteria: TPI (STD)_,_ 19.53a FL 3 R - Scale =.375" Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INS`AI.LiAG AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI .(CRU.:;; PLATE {{111tt111/// TC LL 40.0 P S F R E F R 15 1--8 9 7 8 INSTORMING THITUTE, 583 D'FUNCTIONS. UONOFRICI DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO `*�` '�ERP %.,,,' TC DL 10.0 PSF DATE 08/30/02 PERFESE NLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ♦ •�� AA ' UCTURAL PANELSHOR SIR , BOTTOM CD SHALL HAVE A Pft OPERLY ATTACHED RIGID CEILING. ( ♦ -Y_Y "IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I �♦ �'�� BC DL 5.0 PSF DRW HCUSR151 02242117 PROD Uf iS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA11_'1?�E TO to ' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING; INCIAL';(Nf. 'ND 1 .I. !�p_22839 BC LL 0.0 P S F HC-ENG M N M/D R ALPINE BRACING DF TRUSSES. THIS DESCGN CONFORMS WITH APPLIf.FBLE PROVISIONS OF NDS (NnT1DNAL DESIGN SPECIFICATION PU8 ISHE CI BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. A,PIt.f 'STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY �MNLrTORS I,, Z T 0 T.L D. 55.0 PSF S F Q N - 50829 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTW ER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL. EN�ii FFRINU '��(��';�OR{OP:'k i♦� D U R.FAC. 1.00 FR0M KA .�pI11C Engineered Products,Inc. RESPONSIBILITY SOL El FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE :-F TIY �j� �.'�t`V�♦♦ Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER,.PER DES{{�.� SPACING SEE ABOVE �� N 11LCertificate ofAuth1 orization#567 ANSI/TPI 1995 `:ECTIDN 2. AugYJ /� (B0675F- - F8) THIS DWG PREPARED ilwM COMPUTER INPUT (t-OADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SPECIAL LOADS BOT CHORD 4x2 SP #2 N ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) WEBS 4x2 SP #3 TC From 100 PLF at 0.00 to 100 PLF at 3.21 BC From 10 PLF at 0.00 to 10 PLF at 3.21 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC 123 LB Conc. Load at 1.35 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 1 " Typ 3X8= 3X5= T T T 1-4-0 1-4-0 1-I4-0 +8-1-2L 3X3= 2X4111 r 3X6= 13-2-8 Over 2 Supports] R=253 W=3.5" R=223 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 1-9 .5d FL 3 R - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE {{11/illlflf�f TC LL 40.0 P S F R E F R151-8981 INSTIRM NO TH ETUTE, 583 D'ONDER II DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR I! ��`"•�E RPE RF i p , STRUCOTTURAL PANEL STUN OTT B N B OTTOMSCHORDE SPAOL I H HAVESA PROP E RLYDATTACHEDO RDIGIDAL HA VEC PILING.PROPERLY ATTACHED ,`` �F�C��A-� T C DL 10.0 P S F DATE 08/30/02 `*IMPORTANT** FURNISH ABC OPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE �NGINEEREU ��__YYA + B C D L 5.G P S F D R W HCUSR151 D224212D PRODUCTS, INC,. SHALL NOT E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAI L��.RE TO _� �•!/ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INST:L'It,G ANC / NO, 22�J9 B C L L O.G P$F HC-ENG M N M/D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (N AifOW Ai, DF SIGN LG 39 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALP 111: ;- STA ' QF _— CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALtl. STEEL, EXCEPT AS NOTED. APPLY CUNNE,:i-CRS TO /"1 G +' TOT.L D. 55.0 P S F S E A N - 39848 EACH FAW'WACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEit 1 ��{1 .AIP1110EIIg10CC(Cd P�OdUCYS,Ii1C. R ESPONS IB[6DR G0ITY SOLE L YT FOR STHE TRU SIC OMPONENT DEF RA IN SIGNTSHOWNIS ACEPTATHE SU ITABILITYNCE F PR FES OAND UNAL NEIOF NE;-ttn MG �A`({�^c.(J(,�>i�G; �� DUR.FAC. 1.00 FROM ICA Ha{nes City, 33841 COMPONENT FOR ANY PARTICULAR BUILDING t5 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER V } \ 1 FI,CertifiCateofAutholization#567 Aws17TPI I-1995 SECTIO z. Aug I�,� SEI{�{�� $PACING 24.0" TOP CHORD 4X2 SP #1 S 1 S T EM42 FLOOR (TABLE BOT CHORD 4X2 SP #1 WEBS 4X2 SP #3 THIS TRUSS DESIGNED TO SUPPORT: 628 PLF REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. MAXIMUM UPWARD TOP CHORD LOAD IS 400 PLF, PROVIDE ANCHORAGE SYMMCONTINUOUS TO FOUNDATION. ABOUT` 24" MAX 1 24 MAX 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) 20'0" ROOF SPAN WI'PH NO OVERHANG; 37 OR 40 PSF AT 1.25 1.5X4 ( 1.5X4 1.5X4 1.5X4 1.5X4 3X5 DURATION, OR 47 PSF AT 1.33 DURATION OR W=3X4 1-6-0 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION W=3X4 MAX 8'0" STUD WALL (110 PLF) 17'2" ROOF SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1.25 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 DURATION, OR 55 PSF AT 1.33 DURATION LENGTH AS REQUIRED DRAG LOADS MUST BE TRANSFERRED AND CARRIED .- BY PROPERLY ATTACHED S'T'RUCTURAL PANELS. OVER CONTINUOUS BEARING q TOP CHORD 4X2 SP #1 SYSTEM42 FLOOR. GABLE BOT CHORD 4X2 SP W1 WEBS 4X2 SP #3 A) THIS TRUSS DESIGNED TO SUPPORT: 1182 PLF. MAXIMUM UPWARD TOP CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION SYMM " 16" 8'0" STUD WALL (110 PLF) ABOUT16 ( MAX MAX 36'0" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, OR 47 PSF AT 1.33 DURATION i OR 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) 1.5X4 11.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 30'0" ROOF SPAN WITH 2'0" OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, W=3X4 OR 55 PSF AT 1.33 DURATION 1-6-0 B) DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT: 2038 PLF MAX MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE =3X4 CONTINUOUS TO FOUNDATION. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 8'0" STUD WALL (110 PLF) 60'0" ROOF SPAN WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1.33 DURATION, LENGTH AS REQUIRED OR 37, 40, 45, OR 50 PSF AT 1.25 DURATION. OVER CONTINUOUS BEARING NOTE: FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1.5X4, 2X4, 3X3, AND 3X5 PLATES TO 2X5, 2X5, 4X4, AND 4X5 PLATES, RESPECTIVELY. 3X4 SPLICE DRAG LOADS MUST BE TRANSFERRED AND CARRIED PLATES REMAIN UNCHANGED. SPLICES OF DOUBLE MEMBER TOP CHORDS TO BE STAGGFRELi. BY PROPERLY ATTACHED STRUCTURAL PANELS. _ THIS DRAWING REPLACES DRAWING 657,275 -*WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL 40.0 PSF REF SY42-FLOOR GABLE INSTALLITRUSS NG AND BRACING. REFER T❑ HIB-91 CRADLING INSTALLING AND BRACING), PUBLISHED SAFETY BY TPI (PRACTICESATE INSTITUTE. 583 PRIOR To PERFORMING THESE FUNCTIONS.DR., SUITE 200,UNLESSMADISON, OTHERWISE INDICATED, \��,'�16 P. DL 10.0 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `'� u L 5.0 PSF DRWG GBLSY42A0699 <.IMPORTANT+ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE � '9 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, �� 13C I&L 0.0 PSF —ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH �_ Iva_22A3 - APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE �• K-4.2 O �I�T.-LD. 55.0 PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA - ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL �.. QF}(Q�: ` FAC. 1.00 POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE �i C/ *.�.�• RE SPONSIIBILIT YDOF STHEFBUILDING DECOMPONENT IGNER,FOR PER ANY ANSIPI PARTICULAR 995 USEC TION(2.THE ''�� ED�'N� ACING SEE ABOVE m 9 v 9 9 CHORD 4X2 SO. PINE #2, DFL #2, OR BF #1 ISYSTEM42 FLOOR GABLEj f CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 WEBS 4X2 SO, PINE #3, DFL #3, OR HF #3 THIS TRUSS DESIGNED TO SUPPORT: 583 PLF MAXIMUM UPWARD TOP CHORD LOAD IS 400 PLF, PROVIDE ANCH0rt--- REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. CONTINUOUS TO FOUNDATION. SYMM I � 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION ABOUT 24" MAX 2 1 I 4 MAX 8'0" STUD WALL (110 PLF) 18'0" ROOF SPAN WITH NO OVERHANG; 37 OR 40 PSF AT 1,25 DURATION, OR 47 PSF AT 1,33 DURATION I-5X4 1,5X4 1.5X4 1.5X4 1.5X4 3X5 OR W=3X4 I�6�X-o 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) W=3X4 15'0" ROOF SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1,25 -77177j DURATION, OR 55 PSF AT 1.33 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 DRAG LOADS MUST BE TRANSFERRED AND CARRIED LENGTH AS REQUIRED BY PROPERLY ATTACHED STRUCTURAL PANELS. OVER CONTINUOUS BEARING TOP CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 ISYS TEM42 FLOOR '`'ABL BOT CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 A) THIS TRUSS DESIGNED TO SUPPORT: 1000 PLN'. MAXIMUM UPWARD TOP WEBS 4X2 SO. PINE #3, DFL #3, OR HF #3 CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. REFER TO DRAWING 1602 FOR TYPICAL PLATE LOCATIONS. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION SYMMI � 8'0" STUD WALL (110 PLF) ABOUT 16" 16" 31'0" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1,25 DURATION, MAX MAX OR 47 PSF AT 1,33 DURATION OR 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) 1,5X4 11.5X4 1.5X4 1,5X4 1.5X4 1.5X4 3X5 26'0" ROOF SPAN WITH 2'0" OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, I I OR 55 PSF AT 1,33 DURATION -W=3X4- -- 16 0 B) DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT: 2038 PLF MAX MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE =3X4 - rl CONTINUOUS TO FOUNDATION. 7 7 /-TT77771�/:77 7 , 1) 2'0" FLOOR LOAD 55 PSF AT 1-00 DURATION 1,5X4 1.5X4 1.5X4 1,5X4 1,5X4 3X3 2X4 8'0" STUD WALL (110 PLY)60'0" ROOF SPAN WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1.33 DURATION, LENGTH AS REqUIRED OR 37, 40, 45, OR 50 PSF AT 1.25 DURATION. OVER CONTINUOUS BEARING NOTE: FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1.5X4, 2X4, 3X3, AND 3X5 PLATES TO 2X5, 2X5, 4X4, AND 4X5 PLATES, RESPECTIVELY. 3X4 SPLICE DRAG LOADS MUST BE TRANSFERRED AND CARRIED PLATES REMAIN UNCHANGED, SPLICES OF DOUBLE MEMBER TOP CHORDS TO BE STAGGERED. BY PROPERLY ATTACHED STRUCTURAL PANELS. THIS DRAWING REPLACES DRAWING 657,275B ,*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING, REFER I[) HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHEDTC LL 40.0 PSF REF SY42 FLOOR GABLE BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIG DR., SUITE 200, MADISON, WE 53719) FOR 0% rl fit, SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, p' DL 10.0 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL 6 HAVE A PROPERLY ATTACHED RIGID CEILING. I 1� wIMPORTANTm* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE L 5,0 PSF DRWG GBLSY42BO699 ENGINEERED" PRODUCTS INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS�ALPINE7 DESIGN; ANY FAILURE 'TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, �C tL 0,0 PSF -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH NO.22839APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA STA-fp()F LD 55O PSF Tf ASTM A653 GR40 GALV' STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF -'VSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER tAo A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL 4pploh, FAC. 1.00 --nNSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE D Ili SIGNER, PER ANSI/TPI 1-1995 SECTION 2, 10ACING SEE ABOVE PAGE 1 ate: 09/09/2002 MANNING BUILDING SUPPLY LOG # : B0675 TRUSS DIVISION JOB # : JACKSONVILLE ' )alesman: JOHN FERGUSON Pitch: /12 Customer: BESTCON HOMES Job Name : ""Address : 2440 South Beach Parkway Address : LOT 13 HIDDEN PARADISE Jacksonville Bch,FL. 32250 Designer: KA --------------------------------------------------------------------- LefRight Qtyl Span I O.Ht I O.H. I Description -------------------------------------------------------------------------------- 1 20 ' 2 ' 2 ' Al 5 20 ' 2 ' 2 ' A2 1 20 ' 0 ' 0 ' A3 2PLY 00 1 516" 2 ' 2 ' B1 1 516" 2 ' 2 ' B2 1 15 ' 3"8 2 ' 2 ' C1 12 15 ' 3"8 2 ' 2 ' C2 5 15 ' 3"8 2 ' 0 ' C3 6 15 ' 3"8 2 ' 2 ' C4 1 15 ' 3" 8 2' 2 ' C5 ' " ** Hardware Roof ** 44 LSSUH310 1 ply WI60 I-Joist Skewable ** I-Joist' s ** 4 4 RJ1 WI60 - 11 7/8" x 2. 5" 4 6 RJ2 WI60 - 11 7/8" x 2 . 5" 4 8 RJ3 WI60 - 11 7/8" x 2 . 5" 4 12 RJ4 WI60 - 11 7/8" x 2. 5" 4 14 RJ5 WI60 - 11 7/8" x 2 . 5" 4 16 RJ6WI60 - 11 7/8" x 2 . 5" 4 18 RJ7WI60 - 16" x 2 . 5" " 3 20 RJ8WI60 - 11 7/8" x 2. 5" 3 22 RJ9WI60 - 11 7/8" x 2 . 5" 2 18 RJ10WI60 - 11 7/8" x 2 . 5" 7 22 RJ11 WI60 - 11 7/8" x 2 . 5" ** Beams ** 4 32 BM-1 GPLAM 18" 2 24 BM-2 GPLAM 18" -------------------------------------------------------------------------------- 35 - Trusses 44 - # of Hardware 43 - # of I-Joist 0 - Piggy' s 0 - Jacks 6 - # of Beams 0 - # of Rim Board 35 - Total Trusses a± P N y m m 80675 BESTCON LOT 13 HIDDEN PRRROISE KEVIN RSHVORTH I Lf I I I HRNNING BLDG. SUPPLIES I m I I m 11155 PHILLIPS PKWAY PH# 268-8225 In JRX. FLA. 32256 I o I N I I I I RJ9 RJB RJ10 RJ7 RJ7 m RJ6 J6 In m RJ5 tis } m RJ4 Riq 7( RJ3 J3 RJ2 iJ2 m RJ1 Jl A N m In m n m m m m n m ¢ m m tr � � m rr RJll oa e MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 3:59 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTSeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 _ Project : A0785.FBD Information : BESTCON Mark# : RJ1 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL= U360 TL= U240 Composite Action : No Slope : 6112 LOADS Project Design Loads:Roof.'Live=20 psf,Dead=17 psf, Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape V_Start O_End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psi) 37 20 125% 0 0'0" 7 0.. 24"o.c.Base Uniform Load(Spacing Sensitive) 'Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 78 78 Min R'n 38 38 DL R'n 38 38 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 80 1 0'Z. 41 1775 125% 0.03 M(ft4bs) 39 1 1'0" 41 5798 125% 0.01 LtRn(lbs) 78 0 0101. 41 1714 125% 0.05 See Note#5 RtRn(lbs) 78 0 Z 0" 41 1714 125% 0.05 See Note#5 LLDefl(in.) 0.00 1 1.011 41 0.07 L/75292 TLDeft(in.) 0.00 1 1.011 41 0.11 U38805 fA USE. WI 60 11.88"0-24" O.C. f APA-11.88"PRI-601 Grade,bepth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES : 1.Designed In accordance with National Design SpecMcations for Wood Construction and applicable Approvals or Research Reports. Z Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not bean verlfled by Georgla-Pactflc Engineered Lumber Technical Services. NP 4.Design valid for dry use only. L This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Rb from'Supports'sectlon above. 8.Bearing length based on design material,support material capacity shall be verHled(by others). 7.When required by the building code,a registered design professional or building official should vwf&the Input loads and product application. &This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Max/Min reactions are based on the applicable load combinations outlined In the notes.Summation of max(min reactions for various DOL may not match total max/min reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Blydsmouih cuts permitted only Nall the following conditions are met:cut Is at low end of roofJoist,overhang does not exceed 2 ft,and bearing stiffeners are used. aw 12 For explanation of GROUP,change to expanded printout ro MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 20013:57 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis© 1996-2001 Georgia-Paciric Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark# : RJ2 Desc : Usage : Joist(Roof) Repetitive : No Spacing (in.) : 24.0 Max Defl : LL= L1360 TL= U240 Composite Action : No Slope : 5112 q� 3.5,Sc:,n . LOADS Project Design Loads:Roof.Live=20 psf,Dead=17 psf, Live+Dead Ld(T) Live Ld(L) LDF Location` # Shape @Start @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 0.0.. 4'0" 24"o.c.Base Uniform Load(Spacing Sensitive) 'Dimensions measured from left end when span#is 0,otherwise,from left end of the specifled span. SUPPORTS(lbs) 1 2 Max R'n 154 154 Min Wn 74 74 vp DL Rn 74 74 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(lbs) 132 1 3'10" 41 1775 125% 0.07 M(ft4bs) 154 1 Z 0" 41 5419 125% 0.03 LtRn(lbs) 154 0 0.04. 41 1714 125% 0.09 See Note#5 RtRn(lbs) 154 0 4'0" 41 1714 125% 0.09 See Note#5 LLDefl(in.) 0.00 1 Z 0" 41 0.14 U26991 TLDeflin. 0.00 1 Z 0" 41 0.22 L/14052 USE: WI 60 11.88" (9024" O.C. r APA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed in accordance with Nedonal Design SpecNfcadons for Wood Construction and applicable Approvals or Research Reports. Z Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgla-PacMc Engineered Lumber Technical Services. 4.Design valid for dry use only. b.This reaction is based on the combinsdon of loads b duradon factors that produces the highest stress ratio and maybe less than maximum reaction.Therefore,when reaction values are required,use Max Rn from Supports'secdon above. &Bearing length based on design material;support material capacity shall be verMed(by others). 7.When required by the building code,a registered design professional or building official should vett the input loads and product applicadon. d.This engineered lumber product has been sized for residendal use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Max/MM reactions are based on the applicable load combination outlined/n the notes.Summadon of max/min reactions for various DOL may not match total max(min reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Blydamoudi cuts permitted only if all the fbilowing conditions are met:cut is at low and of roof jo&4 overhang does not exceed 2 ft,and bearing stiffeners are used ae 12 For explanation of GROUP,change to expanded printout. f MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 20013:56 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTSeam(D Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark# : RJ3 Desc Usage : Joist(Roof) Repetitive : No Spacing (in.) : 24.0 Max Defl : LL= LJ360 TL= L/240 Composite Action : No Slope : 6/12 t ,s�,y s;.srso• K LOADS Project Design Loads:Root.Live=20 psf,Dead=17 pst, Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape Start P_End QStart @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 115% 0 0.011 6 0" 24"o.c.Base Uniform Load(Spacing Sensitive) `Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. Pet SUPPORTS(lbs) 1 2 Max Wn 234 234 Min R'n 114 114 DL R'n 114 114 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(lbs) 199 1 0'2" 31 1633 115% 0.12 M(ft-lbs) 351 1 3'0" 31 4985 115% 0.07 LtRn(lbs) 234 0 010.. 31 1577 115% 0.15 See Note#5 RtRn(lbs) 234 0 6 0" 31 1577 115% 0.15 See Note#5 LLDefl(in.) 0.01 1 3'0" 31 0.22 L112422 TLOefi(in.) 0.01 1 a 0" 31 0.34 U6369 USE. WI 60 11.88"0-24"o.c. r APA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Speclilcadons for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verified by Georgia-Pacfllc Engineered Lumber Technical Servkes. 4.Design valid for dry use only. rL This reaction Is based on the combination of loads b duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from Supports'secdon above. Q.Boring length based on design material,support material capacity shall be verMed(by others). 7.When required by the building code,a registered design professional or building ofikial should verify the input loads and product application. S.This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for commercial uses. 9.Max0ln reactions are based on tiro applicable load combinations outlined in the notes.Summation of ma 1min reactions for various PS DOL may not match total max4nin reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Blydsmouth cuts permitted only If all the following conditions are met.,cut is at low and of roof)ois4 overhang does not exceed 2 f4 and bearing stifreners are used. 12 For explanation of GROUP change to expanded printout MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 20013:55 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark# : RJ4 Desc Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL= Li360 TL= L1240 Composite Action : No Slope : 6112 3.s. PW LOADS Project Design Loads:Roof.Live=20 psf,Dead=17 pst, qp Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape 1MStart @End O_Start O-End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 0.0.. 60.1 24"o.c.Base Uniform Load(Spacing Sensitive) "Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R-n 312 312 Min R'n 152 152 ere DL R'n 152 152 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN e Value Span X Group Allow LDF Ratio V(lbs) 269 1 0'Z' 41 1775 125% 0.15 M(ft4bs) 624 1 4'0" 41 5798 125% 0.11 LtRn(lbs) 312 0 a 0" 41 1714 125% 0.18 See Note#5 RtRn(lbs) 312 0 8-0" 41 1714 125% 0.18 See Note#5 LLDefl(in.) 0.02 1 4 0" 41 0.30 U6461 TLDefl(in.) 0.03 1 4'0" 41 0.45 L/3313 USE: WI 60 11.88" (D24" O.C. t APA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Speclllcadons for Wood Construcdon and applicable Approvals of Research Reports. Z Provide lateral support at the bearing location nearest each and of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verti/ed by Georgia-PeckOc Engineered Lumber Technical Services. 4.Design valid for dry use only. 6 This reaction Is based on the combination of loads d duration factors that produces the highest stress ratio and may be less than maximum reacdom Therefore,when reaction values are required,use Max R'n from Supports'secdon above. a.Sewing length based on design material;support material capacity shall be verMed(by others). 7.Wben required by the building code,a registered design professional or building o111chd should verify the input loads and product application. 8.This engineered lumber product has baso sized for residential use.A concentrated load check,per the building code,must be performed for commarelal uses. 9.Ma ;414/n reactions are based on the applicable load combinations outlined In the notes.Summation of max/min reactions for various eft DOL may not match total max/min reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmouth cuts permitted only/f all the following conditions are met:cut is at low and of roof Jols4 overhang does not exceed 2 it and bearing stiffeners are used. 1Z For explanation of GROUP change to expanded printout. am MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 3:48 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTSeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark# : RJ5 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL= U360 TL= U240 Composite Action : No Slope : 6/12 3.5'Yds• 35'.-iS,u e LOADS Project Design Loads:Roof.Live=17 psf,Dead=3 pst Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape Start @End O-Start QEnd Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 20 17 125% 0 0101, 1019, 24"o.c.Base Uniform Load(Spacing Sensitive) _ 'Dimensions measured from left end when span#is 0 otherwise,from left end of the specified span. imp SUPPORTS(lbs) 1 2 Max Wn 204 204 Min R'n 34 34 DL R'n 34 34 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 177 1 a 2" 41 1775 125% 0.10 M(ft-lbs) 509 1 51011 41 5798 125% 0.09 LtRn(lbs) 204 0 0101, 41 1714 125% 0.12 See Note#5 RtRn(lbs) 204 0 10'0" 41 1714 125% 0.12 See Note#5 LLDefl(in.) 0.03 1 6011 41 0.37 U4362 TLDefI(in.► 0.04 1 so.. 41 0.56 U3643 USE. WI 60 11.88"024" O.C. f APA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: 1" 1.Designed In accordance with National Design SpecMcadons for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verflled by Georgle-PacMc Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction Is based on the combination of loads b duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Rn/from Supports'secdon above. S.Bearing length based on design material;support material capacity shall be vw1fled(by others). 7.When required by the building code,a registered design professional or building official should verity the Input loads and product application. 8.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.MaxlWn reactions are based on the applicable load combinations outlined In the notes.Summation of max/min reactions for various ON DOL may not match total maidmin reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmouth cuts permitted only If all the following conditions are met:cut/s at low end of root Joist,overhang does not exceed 2 fi;and bearing s~ors are used. 12 For explanation of GROUP,change to expanded printout MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:00 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON !P Mark# : RJ6 Desc : Usage : Joist(Roof) Repetitive : No Spacing (in.) : 24.0 Max Defl : LL= U360 TL = U240 Composite Action : No Slope : 6/12 LOADS Project Design Loads:Root Live=20 psf,Dead=17 pst: r Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start 1MEnd @Start O-End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 010.. 12'0" 24"o.c. Base Uniform Load(Spacing Sensitive) "Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 468 468 Min R'n 228 228 e DL R'n 228 228 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN w Value Span X Group Allow LDF Ratio V(lbs) 408 1 0'2" 41 1775 125% 0.23 M(ft4bs) 1404 1 6101, 41 5419 125% 0.26 LtRn(lbs) 468 0 0101, 41 1714 125% 0.27 See Note#5 RtRn(lbs) 468 0 12'0" 41 1714 125% 0.27 See Note#5 LLDefl(in.) 0.07 1 6101. 41 0.45 U2297 TLDefl(in.) 0.14 1 60.1 41 0.67 U1178 USE. WI 60 11.88"024" O.C. r APA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES : 00 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. Z Provide lateral support at the bearing location nearest each and of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction/s based on the combination of loads d duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from'Supports'secdon above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verity the Input loads and product application. 8.This engineered lumber product has been sized icor residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Max/M/n reactions are based on the applicable load combinations outlined In the notes.Summation of max/min reactions for various aP DOL may not match total maWmin reaction. 10.Company,product of brand names referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmouth cuts pennftted only If all the tbilowing conditions are met.cut Is at low end of roof)olst,overhang does not exceed 2 ft,and bearing stiffeners are used. OR 12 For explanation of GROUP,change to expanded printout MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:00 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark# : RJ7 Desc: Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL= L1360 TL= LJ240 Composite Action ; No Slope : 6/12 3 S,3E.nu ` „•. ,.: LOADS Project Design Loads:Root Live=20 psf,Dee d=17 psf, Uve+Dead Ld(T) Live Ld(L) LDF Location' # Shape O_Start @End QStart CEnd Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 010.. 14'0" 24"o.c.Base Uniform Load(Spacing Sensitive) Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 546 546 Min R'n 266 266 �_ '" DL R'n 266 266 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(lbs) 478 1 1310" 41 1775 125% 0.27 M(ftdbs) 1911 1 791 41 5798 125% 0.33 LtRn(lbs) 546 0 010.. 41 1714 125% 0.32 See Note#5 !* RtRn(ibs) 546 0 14'0" 41 1714 125% 0.32 See Note#5 LLDefl(in.) 0.12 1 T 0" 41 0.52 U1510 TLDeflfln.) 0.24 1 T 0" 41 0.78 LR74 ve USE: WI 60 11.88"0-24" O.C. r APA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. Z Provide lateral support at the bearing location nearest each and of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verMed by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. This reaction Is based on the combination of loads d duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values aro required,use Max R'n from Supports'secMw above. S.Bearing length based on design material,support material capacity shall be verilfed(by others). 7.When required by the bulkling code,a registered design professional or building official should verily the input loads and product application. 3.This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for commercial uses. 9.Max/Min reactions are based on the applicable load combinations outlined In the notes.Summation of maxlmin reactions for various DOL may not match total max/min reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Blydsmouth cuts permitted only Nall the following conditions are met:cut Is at low end of roof jolst,overhang does not exceed 2 ft;and bearing stiffeners are used fp 12 For explanation of GROUP change to expanded printout MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:01 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeamO Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON a" Mark# : RJ8 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL= L1360 TL= L1240 Composite Action : No Slope : 6112 LOADS Project Design Loads:Roof:Live=20 psf,Dead=17 pst, Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape OStart CgEnd @Start O-End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 0'0" 1601, 24"o.c. Base Uniform Load(Spacing Sensitive) 'Dimensions measured from left end when span#is 0 otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 624 624 Min Wn 304 304 DL R'n 304 304 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN pe Value Span X Group Allow LDF Ratio V(lbs) 548 1 16101, 41 1775 125% 0.31 M(ft4bs) 2496 1 8'a, 41 5798 125% 0.43 LtRn(lbs) 624 0 0.91 41 1714 125% 0.36 See Note#5 RtRn(lbs) 624 0 16.01. 41 1714 125% 0.36 See Note#5 LLDefl(in.) 0.21 1 8'U. 41 0.60 U1042 TLDefl(in.) 0.40 1 8101. 41 0.89 L/534 USE. WI 60 11.88"0-24" O.C. r APA-111.88"PRI-601 Grade,Depth selected by User Wood 1 Beam is a trademark of Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specillcadons for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each and of the member.Continuous lateral support required for compression edge. 3.Loads have bean Input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. pa 4.Design valid for dry use only. 6.This reaction is based on the combination of foods&duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R'n from Supports'secdon above. 6.Bearing length based on design material,support material capacity shall be verMed(by others). 7.When required by the building code,a registered design professional or building oMclal should verity the input loads and product application. tt.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Max/Mln reactions are based on the applicable load combinations outlined In the notes.Summation of max/min reactions for various P"' VOL may not match total max/min reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Blydsmouth cuts permitted only IF all the following conditions are met.cut Is at low and of roof Joist,overhang does not exceed 2 ft,and bearing saffeners are used. em 12 For explanation of GROUP change to expanded printout _ e, MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:01 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON ` Mark# : RJ9 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL= U360 TL= U240 Composite Action : No Slope : 6/12 F LOADS Project Design Loads:Roof:Live=20 psf,Dead=17 pst " Uve+Dead Ld(T) Live Ld(L) LDF Location' # Shape QStart QEnd @Start dEnd San# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 0'0" 18'0" 24"o.c. Base Uniform Load(Spacing Sensitive) "Dimensions measured from left end when span#is 0 otherwise from left and of the specified span. SUPPORTS(IbS) 1 2 Max R'n 702 702 Min R'n 342 342 VP DL R'n 342 342 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN 1a" Value Span X Group Allow LDF Ratio V(lbs) 618 1 0'Z. 41 1775 125% 0.35 M(ft-lbs) 3160 1 gal 41 5798 125% 0.54 LtRn(ibs) 702 0 010.1 41 1714 125% 0.41 See Note#5 am RtRn(lbs) 702 0 18'0" 41 1714 125% 0.41 See Note#5 LLDefl(in.) 0.32 1 99, 41 0.57 LR47 TLDefl(in.) 0.63 1 9101. 41 1.01 0383 am USE: WI 60 11.88"0-24" O.C. f APA-11.88"PRI-601 Grade,6epth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design SpecMcadons for Wood Construction and applicable Approvals or Research Reports. Z Provide lateral support at the bearing location nearest each and of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgla-Paciflc Engineered Lumber Technical Services. 4.Design valid for dry use only. &This n Uon is based on the combination of loads b duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values am required,use Max R'n from'Supports'sectlon above. &Bearing length based on design material,support material capacity shall be verfAed(by others). a, 7.When requhred by the building code,a registered design professional or building official should verily the input loads and product application. &This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for commercial uses. 9.MWWWn reactions are based on the applicable load combinations outlined In the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmouth cuts permitted only Hall the following conditions are met:cut is at low end of roofJ014 overhang does not exceed 2 f4 and bearing stilleners are used. an 12 For explanation of GROUP change to expanded printout Jap eA+ MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:39 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark# : RJ10 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL= L/360 TL= L1240 Composite Action : No Slope : 6/12 so LOADS Project Design Loads:Roof:Live=20 psf,Dead=17 pst, Uve+Dead Ld(T) Live Ld(L) LDF Location' # Shape aStart @End @Start QEnd Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 010.. 14'0" 24"o.c. Base Uniform Load(Spacing Sensitive) Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. so SUPPORTS(lbs) 1 2 Max R'n 546 546 Min R'n 266 266 pin+ DL R'n 266 266 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(lbs) 478 1 13'10" 41 1775 125% 0.27 M(ft-lbs) 1911 1 T a, 41 5798 125% 0.33 LtRn(lbs) 546 0 0.01. 41 1714 125% 0.32 See Note#5 RtRn(lbs) 546 0 14'0" 41 1714 125% 0.32 See Note#5 LLDefl(in.) 0.12 1 T 0" 41 0,52 U1510 TLDefl(in.) 0.24 1 TO" 41 0.78 0774 USE: WI 60 11.88" 0124" O.C. r APA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. wo 4.Design valid for dry use only. This reaction Is based on the combination of foods 6 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Rn fFom Supports'section above. B.Bearing length based on design material,support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verity the input loads and product application. &This engineered lumber product has been sized for residential use.A concentrated food check,per the building code,must be performed for commercial uses. 9.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various r DOL may not match total max/min reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners 11.Birdsmouth cuts permitted only If all the following conditions are met:cut is at low end of roof)oist,overhang does not exceed 2 it and bearing sifffeners are used. 12 For explanation of GROUP,change to expanded printout. MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:39 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation _Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark# : RJ11 Desc: Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL= L/360 TL= U240 Composite Action : No Slope : 6/12 LOADS Project Design Loads:Roof:Live=20 psf,Dead=17 ps>; Val Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape Start End Start 0-End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 a 0" 19'8 1/2" 24"o.c. Base Uniform Load(Spacing Sensitive) "Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 769 769 Min R'n 375 375 qe DL R'n 375 375 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN 1P' Value Span X Group Allow LDF Ratio V(Ibs) 677 1 0-2" 41 1775 125% 0.38 M(ft-lbs) 3788 1 9 IT 41 5798 125% 0.65 LtRn(lbs) 769 0 019. 41 1714 125% 0.45 See Note#5 A RtRn(lbs) 769 0 19'8" 41 1714 125% 0.45 See Note#5 LLDefI(in.) 0.46 1 9'10" 41 0.73 L/576 TLDefI(in) 0.89 1 91101, 41 1.10 0296 ,Na+ USE. WI 60 11.88"024" O.C. f APA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design SpecMcadons for Wood Construction and applicable Approvals or Research Reports. 2 Provide lateral support at the bearing location nearest each and of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. F0 4.Design valid for dry use only. b.This reaction Is based on the combination of loads b duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R'n fir+om Supports'secdon above. &Bearing length based on design material,support material capacity shall be verified(by others). so 7.When required by the building code,a registered design professional or building official should verily the Input loads and product application. d.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Max/Mln reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various p!' DOL may not match total marlmin reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmouth cuts permitted only If all the following conditions are met-cut is at low end of roof Joist.overhang does not exceed 2 f4 and bearing stiffeners are used. We 12 For explanation of GROUP,change to expanded printout P* a�w ea MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:19 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build:_3.2.2._3 Project : A0785.FBD Information : BESTCON Mark# : BM1-Roof Desc Usage : Beam(Roof) Repetitive : No Spacing (in.) : 0.0 Max Deft : LL= L1360 TL= 1-/240 Composite Action : No Slope : 4/12 LOADS Project Design Loads:Roof:Live=20 psf,Dead--17 psf; ?P Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape ib Start O—End P—Start O—End Span# Starts Ends Additional Info 1 Trapezoidal(pif) 114 370 62 200 125% 0 go.. 2T 10 7/16" Uniform(pif) 16 0 0 0 27 10 7/16" Self Weight so 'Dimensions measured from left end when span#is 0, otherwise,from/eft end of the specified span. SUPPORTS(lbs) 1 2 Max Wn 3088 4306 #n Min R'n 1586 2162 DL R'n 1586 2162 Min Brg(in.) 1.56 1.64 (Based on bearing stress below] Bra Str(psi) 565 750 DESIGN Value Span X Group Allow LDF Ratio V(tbs) 3478 1 25 a' 41 14962 125% 0.23 M(ft-lbs) 25881 1 15'8" 41 55520 125% 0.47 LtRn(lbs) 3088 0 a 0" 41 6921 100% 0.45 See Note#5 RtRn(lbs) 4306 0 2T la' 41 9188 100% 0.47 See Note#5 LLDefl(in.) 0.59 1 13111, 41 0.98 U602 TLDefI(in) 1.19 1 13'11" 41 1.47 L/297 ON USE: GPLAM 2.0E 1.75x18.00" 2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. 00 NOTES: 1.Designed In accordance with National Design SpecMcations tier Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. am 3.Loads have been input by the user and have not been veriffed by Georgia-PacMc Engineered Lumber Technical Swvhes. 4.Design valid for dry use only. &This reaction is based on the combination of loads b duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R n from Supports'section above &Bearing length based on design material;support material capacity shall be verified(by otnws). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This engineered lumber product has been sized for residential use A concentrated load check per the building code,must be performed for commercial uses. 0* 9.Verify that load Is applied at top or equally from both sides. 10.Nail plies together with lad nails Q 12"do along top and bottom edges and thru center.Nail from alternate faces,2"from edges. If.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of maxfmin reactions fbr various DOL may not match total max/min reaction. on 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13 For explanation of GROUP change to expanded printout #a ply MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:32 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam(D Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark# : BM2 Desc Usage : Beam(Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/240 TL= L/180 Composite Action : No Slope : 0/12 l vp Li LOADS Project Design Loads:Roof.'Live=20 psf,Dead=17 pst, me Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape IMStart @End QStart O—End Span# Starts Ends Additional Info 1 Concentrated(lbs) 4306 2328 125% 0 5.0.. FROM BM1 2 Concentrated(lbs) 4306 2328 125% 0 1T 0" FROM BM1 AMS 3 Span Carried(psf) 37 20 125% 0 5101, 1701, 20'0"s.c.-FROM RJ 10 4 Span Carried(psf) 37 20 125% 0 0101. 22'3 1/2" 1T 8"s.c.-T-3 ROOF Uniform(plf) 16 0 0 0 22'31/2" Self Weight "Dimensions measured from/eft end when span#is 0 otherwise from left end of the specified span. to SUPPORTS(lbs) 1 2 3 Max R'n 4894 14459 2307 Min R'n 2045 6769 -61 DL R'n 2218 6769 723 Min Brg(in.) 2.48 5.51 1.50 [Based on bearing stress below] Bra Str(psl) 565 750 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 6063 1 11'8" 41 14962 125% 0.41 M(ft4bs) 20181 1 510.1 42 55520 125% 0,36 LtRn(lbs) 4894 0 go.. 42 6921 100% 0.71 See Note#5 RtRn(ibs) 2307 0 22'4 43 6921 100% 0.33 See Note#5 lntRn(lbs) 14459 0 13'G' 41 19031 100% 0.76 See Note#5 LLDeff(in.) 0.11 1 68" 42 0.67 U1539 TLOefI(in) 019 1 li 8" 42 0.90 U870 USE: GPLAM 2.0E 1.75x18.00" 2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. em NOTES: 1.Designed M accordance with National Design SpecNfcations for Wood Construction and applicable Approvals or Research Reports. Z Provide lateral support at the bearing location nearest each and of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been veriAed by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. &This reaction Is based on the combination of loads b duration factors that produces the highest stress ratio and may be less than maximum reaction,Therefore,when reaction values are required,use Max R'n from'Supports'section above. 6.Bearing length based on design material,support material capacity shall be veriffed(by otihes). 7.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. d.When required by the building code,a registered design professional or building official should verify the Input loads and product application. 9.This engineered lumber product has bee►sized for residential use.A concentrated load check,per da building code,must be performed for commercial uses. 10.Provide approved uplift resistance at supports with negative reactions. 11.Verify that load is applied at top or equally from both sides. 12 Nail plies together with 16d nails Q 12"do along top and bottom edges and thru center.Neil from alternate faces,2"from edges. 13.MLwM/n reactions aro based on the applicable load combinations outlined In the notes.Summation Ofmax/min reactions for various AOL may not match total max/min reaction. 14.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 16 For explanation of GROUP,change to expanded printout p!" (80675- - Al) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.86 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS SEE DWGS A12015ECO901 & GBLLETINIOOI FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.13 to 54 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 124 PLF at 0.00 to 124 PLF at 20.00 TC From 54 PLF at 20.00 to 54 PLF at 22.13 BC From 4 PLF at -2.13 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 22.13 4X4= 6 3 X 3 5-7-9 3 X 3 3 X 5 3 X 5 III 3 X 5 III T T 0-11-8 n 0-11-8 8-1-2 3X5= 3X5- L--2-0-0-�;J L--2-0-0-J L, 10-0-0 _1_ 10-0-0 J LE 20-0-0 Over Continuous Support R=166 PLF U=73 PLF W=20-0-0 Note: All Plates Are 141.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.3125" Ft. "WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151-10709 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY THE (TRUSS PLATE {NIII IIII1 PERFORMING THESEDFUNCOTRONSORUNLESSTOTHERWISEDINONCATED, TOP19HORDfOSHASAFHAYEPPROPERLY ATTAR ED �,,""TRIP.A-, TC D L 7.0 PSF DATE D8/3Q/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A POPERLY ATTACHED RIGID CEILING. � ""t If * ••!i1 - -IMPORTANT— FURNISH A COPY OF THIS OESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ,``/ 'Q��. BC DL 5.0 PSF DRW HCUSRI5I 02242227 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO //' ` BUILD THE TRUSSES IN CONFORMANCE KITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NO (NATIONAL DESIGN = No.2x2839 x RC LL 10.0 P S F HC M N M/D R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • STATE E OF CONNECTORS ARE MADE Of 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO V Z TOT.L D. 42.0 P S F S E Q N - 39858 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 'r-,.rpm DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �j`' •••��Rot)P• �� DUR.FAC. 1.25 FROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUIIABILI TY AND USE OF THIS ,/��''I • • �� ``�� Haines City,FI. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONS181L I T'f OF THE BUILDING OE SIGNER, VER a FL Certificate of Authorization N567 ANSI/TPI I-1995 SECTION 2. Aug ?1Q,"��{{�{N% SPACING SEE ABOVE (B0675- A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x6 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' DEFLECTION MEETS LJ360 LIVE AND L1240 TOTAL LOAD. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 J PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.13 to 54 PLF at 22.13 BC From 4 PLF at -2.13 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 5.15 BC From 100 PLF at 5.15 to 100 PLF at 14.85 BC From 30 PLF at 14.85 to 30 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 22.13 4X4= 1.5X4 III 1.5X4 III 6 r— � 6 5-11-8 3 X 5 3 X 5 STORAGE ONLY 0-11-8 0-11-8 F r E 8-1-2 3X5- 3X5- Y 4X4(E3) = 4X4(E3) 3X10(E3) III 3X10(E3) III �2-0-0--J L--2-0-0--J I_ 10-0-0 I_ 10-0-0 J fE 20-0-0 Over 2 Supports J R=1300 U=572 W=3.5" R=1300 U=572 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 R - Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 PSF R E F R151-10710 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE \\\\\t1114F1 t// INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO . (�R p /i,� PERFORMING THESE FUNCTIONS. UNLESS OTHERNISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED •�;L'• �A.//,' T C D L 7.0 P S F DATE 08/30/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `� FF �Y **IMPORTANT** FURNISH A COPY OF TO IS DE ST GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��'n � � Cq��./� BC DL 5.0 PSF D R W HCUSR151 02242228 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA I I-URE TO �_ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND �a.Z2g39 BC LL 10.0 P S F HC-ENG M N M/D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • STATE OF • TOT.L D. 42.0 PSF S E Q N - 39860 CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO 7 • EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS CIORS PER '��•• ,C Q`•••R"�� DR ANINGS 16U A-Z. THE SEAL UN THIS DRAWING INDICATES ACCEPTANCE OF PR OFESS]DNAL ENGINEERING I� ("•j ••LORtiQ �� D U R.FAC. 1.25 FROM KA Alpine Engineered Products,lnC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �� 1lanle5 City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER //` , p "s-S FLCertifcateofAuthorization#567 ANS17TPI 1-199s secnoN z. Aug �dle�r tttii \ SPACING SEE ABOVE (B0675- - A3 2PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required BOT CHORD 2x12 SP #2 N WEBS 2x4 SP #3 NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 5" o.c. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at 0.00 to 54 PLF at 20.00 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 30 PLF at 0.00 to 30 PLF at 0.15 IN EACH ROW TO AVOID SPLITTING. BC From 430 PLF at 0.15 to 430 PLF at 15.24 (1) 1/2"—bolts MAY BE USED FOR (2) 0.131x3.0_g_nails ON BC From 30 PLF at 15.24 to 30 PLF at 20.00 THE BOTTOM CHORD ONLY. DO NOT APPLY BOLTS IN 2X4 MEMBERS. BC 1500 LB Conc. Load at 15.15 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD TCDL=3.5 PSF, WIND BCDL=2.5 PSF. MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER & FABRICATOR ARE NOT RESPONSIBLE FOR LOAD 5X5(R) III MAGNITUDES AND LOCATIONS. 3 X 5% 3 X 5 6 (`— --j6 5-11-8 5X5(Al) 5X5(Al) T 0-11-8 0-11-8 �8-1-2 5X7 III 7X10= 5X7 III ►G 10-0-0 _I 10-0-0 _I fE 20-0-0 Over 2 Supports R=4929 U=2169 W=3.5" R=4288 U=1887 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING 1NSTALI.ING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE %%III1111ttp��z TC LL 20.0 P S F R E F R151--10711 INSTITUTE, SB3 D'ONO FRIG DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TG `��ER P. TC DL 7.0 PSF DATE 08/30/02 PERE ORMI NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED h d��,L�i /A_ � STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `ZI' � F L+4•_YA **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED • ��-:Y BC DL 5.0 P S F D R W HCUSR151 02242236 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N0.22839 p q p BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 'V. IY�.GZ�J,7 B C L L 10,0 P S F HC-ENG M N M/D R ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE Pft OVISIONS Of NDS (NATIONAL DESIGN = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ; STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 42.0 P S F S E Q N - 39880 EACH FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i 13,�•• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL IN � OR Y�t`•�yLv �� D U R.FAC. 1.00 FR0M KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONf NT DESIGN SHOWN. HE SOITAB IL TTY AND USE OF THIS Y, FlatIleS CltY,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING [S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PFR AI t•Q,p FL Certificate oCAuthorization#567 ANst7rPl 1-199s secrtoN 2. Aug 3;11; 11titNpSPACING SEE ABOVE (B0675- - B1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 18.92 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B. WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.13 to 54 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 124 PLF at 0.00 to 124 PLF at 5.50 TC From 54 PLF at 5.50 to 54 PLF at 7.63 BC From 4 PLF at -2.13 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 5.50 BC From 4 PLF at 5.50 to 4 PLF at 7.63 4X4= 2X4= 6 F--3X3� 3 X 3 2X4= 6 T 1 4-12 18-7-0 1.5X4 III 3X5 3X5 L---2-0-0--;;-.J L-2-0-O---J L- 2-9-0 I 2-9-0 1 t5-6-0 Over Continuous Support R=198 PLF U=105 PLF W=5-6-0 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL - 3 R - Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE »tdl1111fjj, T C L L 20.0 P S F R E F R151-10712 PERFORMING TNESEDFUNOCTRONSIO DRUNLESSTOTHEORMISED[NDNCAMED, TOPICHORDFOSHALLFHAVEPPROPERLY ARACTICES TTARHED ,� G•TO �p,F�I'l�A��i*� TC DL 7.0 P S F DATE 08/30/02 ..IMPORTANT`NID CEIL NO ELFUft NOI SN OA COPM CH YDOFHTH ISALL HD ESIGNPTOPTHE YINSTALLADTIONGCONTR AC TOR. ALPINE ENGINEERED ��`` • CV;.5P r'i PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO G' B C D L 5.0 P S F D R W HCD$R15I D2242229 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ..•,r'Q_2,2839 = B C L L 1 0.0 P S F HC-ENG M N M/D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OF SIGN Gp7 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE SYTATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i� Z TOT.L D. 42.0 P S F S E Q N - 39863 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •p�•• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING ]NOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING rr�C ��ORtOP'•� D U R.FAC. 1.2 5 FROM K A Alpine Enginared Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. NE SU11 AB1L ITY AND USE GF THIS i� •••``• `�Ly- �` Hames City,FL 33844 COMPONENT FOR ANY PARTICOL AR BUILDING IS THE RE SPONSIB iLITY Of THE BUILDING DESIGNER, PER '�/� D E{•6\`,\�` FL Certificate Ol AlltI101ITHYIOlt#567 ANSI/TPI 1-1995 SECTION 2. Aug S�/�� SPACING SEE ABOVE - -, I (80675- - B2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 19.09 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 6 F-- T � 6 1 8-11 18-7-0 1.5X4 III 2X4(Al) = 2X4(A1} L--2-0-0---J L---2-0-0—J 1— 2-9-0 I 2-9-0 I �5-6-0 Over 2 Supports R=351 U=266 W=3.5" R=351 U=266 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54, FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND "6%1 1%1 T C L L 20.0 PSF R E F R151-10713 BNSTITUTE,RACING RE 503 DOONOFER IBFRIO DRMANSUI TE 200LE NG TAMAD NSI WG ANO E 53719),PU POR S SAFDBY IF IE TY PR ACTICE S(TRUSS PR I OR PLATE TO ��```,'C 4 R P. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� Q��•,��i• �i�,//i/ TC DL 7.0 PSF DATE 08/30/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `�� G,q� ?/ *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .� T%� _ BC DL 5.0 PSF DRW HCUSR151 02242230 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND • .2289 B C L L 1 0.0 P S F HC-ENG M N M/D R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP PIE LE PR UV ISIONS OF NOS (NATIONAL DESIGN Cv w C C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF TOT.L D. 4 2.0 P S F S E 0 N - 39865 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED, APPLY CONNECTORS TO EACH ,ACF OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �• �P DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C D U R.FAC. 1.25 F R 0 M K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS / `�/�pr^eNCj �� IlallleS CltY,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �j /�` FLCeRiftcateofAuthorizationt1567 ANSI/TPI 1-I995 SECTION 2. AU9 31Y�� Ill'A SPACING 24.0" (80675- Cl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.15 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.13 to 54 PLF at 0.00 TC From 124 PLF at 0.00 to 124 PLF at 15.29 TC From 54 PLF at 15.29 to 54 PLF at 17.42 BC From 4 PLF at -2.13 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 15.29 BC From 4 PLF at 15.29 to 4 PLF at 17.42 04= 3 X 5 3 X 5 6 F— 3 X 3 3X3- 7 6 3-10-2 5X7 J 2.5 2.5 � 1-18-7-0 3X5 1.5X4 III 1.5X4 III 3X5 3X3 3X3 L-2-0-0—J L-2-0-0� 7-7-12 7-7-12 +E 7-7-12 7-7-12 L, 15-3-8 Over Continuous Support R=170 PLF U=90 PLF W=15-3-8 PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale "WARNING— BRA CNGNG*REFERR TOS TRUSSES 90UIR(HANDLEXTREME NG INSTALLNINGANO BRAOCNING)HANDLING, LISHED BY TPI INSTALLING PLAI EAND ,`��'1L�� //// TC LL 20.0 PSF REF R151- -10714 INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ��,`` ``�p / TC DL 7.0 PSF DATE 08/30/02 PERFORMING THESE PUNCT IONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED - G1 •_��i� STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. Y l C •.2 "IMPORTANT_ FURNISH A COPY OF THIS OE SI GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��(f�• BC DL 5.O PSF DRW HCUSR151 D2242231 PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEV IAT ION FROM THIS DESIGN; ANY FAILURE TO ` BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 B C L L 10.0 P S F HC-ENG M N M/D R ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN A, SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AI.PINE g � S714� OF CONNECTORS ARE MADE OF By ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 42.0 P S F S E O N - 39868 ��WN F EACH FACE OF TRUSS. AND ONE OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER =r�•. ��17fiIOP•L(`�� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �/•� AP/ �� D U R.FAC. 1.25 F ROM KA ILITY AND U FnLIpine C rhfi Engineeredora ongl56� COMPOTPIB1F01995NOECTIONCULARTHE BUILDINGOISOTHETDESIGN SHOWN, THE SUITAB IF REESPONSIBILITY OF THE BUILDINGIDESIGNER, PER THIS Au.qd� IE�i+ SPACING SEE ABOVE ANSI (B0675- - C2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 6 � 6 4-2-1 5X5= �18-7-0 2X4(Al) 2.5 2.5� 2X4(AI) L--2-0-0----J L--2-0-0--J 7-7-12 3�E 7-7-12 �) 7-7-12 T 7-7-12 1 fF 15-3-8 Over 2 Supports— J R=762 U=479 W=3.5" R=762 U=479 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale **WARNING** TRUSSES RED IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-10715 9NSTINUTE,RIF 583 DER OONOBID FRIO DR(HANDL UITE ZOONO TAMADNSONNDW BRAC 53719),PUF OR PUBLISHED EBY IRAOY TP I S(TRUSS P RI OR PLATE TO ♦♦}.t�.R P , PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE [ND IC ATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ♦ i • ♦ TC DL 7.0 P S F DATE 08/30/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `♦�` • -41 O• '� �� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO TME INSTALLATION CONTRACTOR. ALPINE ENGINEERED /4 ��'�� BC DL 5.0 PSF DRW HCUSR151 02242232 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TJ V ALPINE BUILD THE TRUSSES IN CONFORMANCE WITN TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND • �a 22839 BC LL 10.0 PSF HC-ENG M N M/D R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL PI NE • STATE OF • ` CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS "` i TOT.L D. 42.0 P S F S E Q N - 39870 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER r '/� DRANINGS 160 A-Z. THE SEAL ON TH]S DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE ER IN6 /�j �•�� P• 0� Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. HE SUITABILITY AND USE OF THIS ��C� �R�C;' D U R.FAC. 1.25 F R 0 M K A Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER / eg ♦♦ FLCertificateofAuthorization#567 ANSI/TPI 1-1995 SECTION z. AUgi// N�,tt� SPACING 24.0 ' (80675- - C3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. 04= 6 F— --1 6 4-2-1 5X5= —' 2.5 2.5 `— �18-7-0 2X4(A1) = 2X4(Al) L-- 2-0-O---J 7-7-12 3IF 7-7-12 �I 7-7-12 7-7-12 15-3-8 Over 2 Supports R=773 U=496 W=3.5" R=631 U=326 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.375" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--1 0 7 1 6 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE r INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ��`` K Q/C�/i/// TC DL 7.0 P S F DATE 0 8/3 0/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��` ,{ISI p•'•/L /�� —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREC 4�• BC DL 5.0 PSF D R W HCUSR151 02242233 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE TO + BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.2aS39 = B C L L 10.0 P S F HC-ENG M N M/D R 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OESIGN SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ` • T 0 T.L D. 4 2.0 P S F S E O N - 39872 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DE GI GN, POSITION CONNECTORS PER •• •{ppp�.,, DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '(..(•1�•.��QP•• D U R.FAC. 1.25 F ROM K A A1pinct nea C�reF Product,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS / G` C9` �� FL Certificate of Auth0rI7ation4567 ANSI/TPI 111995SECTION 2. TFOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Aug ��I�A ' "'��1�,`` SPACING 24.0" (80675- - C4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 4X4= 6I— � 6 4-2-1 18-7-0 1.5 X 4 III 2X4(A1) = 2X4(A1) L---2-0-0--J L---2-0-0---:--J L. 7-7-12 I 7-7-12 I (E 15-3-8 Over 2 Supports R=762 U=479 W=3.5" R=762 U=479 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.375" Ft. **WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 8RACING REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ,UtE R t�r� TC L L 20.0 P S F R E F R151--10717 INSTITUTE,PERE o RM NO T583 D.ON OFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES Pft IDR TO ��` L ��A" ATTACHE SE *'IMPORTANT`*TR TURAL NEI HESLFURNISH OASCCH OPYDOF HTHIS H DAVE AESIGN TOP FREYIDATTACHEDD CHORD RIGID ON N TR FLING,PAOPINEYE NGINEER EDD `` T C DL 7.0 P S F DATE 08/30/02 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i B C D L 5.0 P S F D R W HCUSR151 02242234 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, NANULING, SHIPPING, INSTALLING AND No.22839 B C L L 10.0 P S F HC-ENG M N M/D R BRACING OF TRUSSES. THIS DESIGN COMFOR MS WITH APPLICABLE PROP ISIONS OF NDS (NATIONAL OFSIGN r SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF : TOT.L D. 4 2.0 P S F S E O N - 39874 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. AP PLV CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OE SIGN, POSITION CONNECTORS PER j �.,t.4 r DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ice''C� ORI:o,- Lv �� D U R.FAC. 1.25 F ROM K A Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF TM1S I �` I181RCS Clt}',FL 3344 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ��.�jsrF �N6 FL CeRlIlCBteofAutllori28tiOR#567 AN S1 I TPI 1-1996 SEC T IDN 2. Aug 364/ tlltt0``` SPACING 24.0" (80675- - C5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 20.15 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.13 to 54 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 124 PLF at 0.00 to 124 PLF at 15.29 TC From 54 PLF at 15.29 to 54 PLF at 17.42 BC From 4 PLF at -2.13 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 15.29 BC From 4 PLF at 15.29 to 4 PLF at 17.42 4X4= 6I— 6 3-10-2 3X4= 3 X 3 3 X 3 3X4= 18-7-0 3X5 3X5 Lc-2-0-0---:;;;J L-2-0-0---J 7-7-12 I 7-7-12 I LE 15-3-8 Over Continuous Support J R=170 PLF U=90 PLF W=15-3-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale *WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IIIIIt1ll/// T C L L 20.0 P S F R E F R151-10718 PERFORMING THINST TOT BSEDFUNCTTONSIO DftUNLE55TOTH0ERWISEDINDTCATED, TOP137 9HORDFSHALLFHAVEET PRACTI CESPROPERLY ATTOACN?D ,``` / T C D L 7.0 P S F DATE O 8/3 /(1 2 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. \\\ .I�IC; .�N-//� —IM PORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED I� B C D L 5.0 P S F D R W HCUSR151 02242235 �• PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AINSTAL L NY FAILURE TO BRACBUILDINGHOFTTRUSSES.USSES COTHOR MDE SIGNI CONFORMSTH TPI; WITHAAPPLICABLE PROUD ISI NS O NSSOFP NOS (NATIONALING ANF DE 5I GN _ No.22839 ; B C L L 1 0.0 P S F H C-ENG M N M/D R 7ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF • - CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS N01ED. APPLY CONNECTORS TO 8 TOT.L D. 42.0 P S F S E 0 N - 39877 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �i�(•1 ��RIpP•• �� D U R.FAC. 1.2 5 FROM KA Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SO N. THE SUITABIL ITV AND USE OF THIS /�/ �•' \\\ Ilames C1 FL 33844 COMPONENT FOR ANY PARTICULAR BUIL OING IS THE RESPONSIB ILITV OF THE BUILDING DESIGNER, PER FL Certificate of uthorization#567 AN 1-1995 secnDN z. Aug,�3gi E�G��\� SPACING SEE ABOVE ASCE 7-98: 120 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE (1) 1X4 "L" BRACE " (1) 2X4 "L" BRACE " (2) 2X4 "L" BRACE •" (1) 2X6 "L" BRACE " (2) 2X6 "L" BRACE GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B SPF #1 / #2 3' 7" 6' 3" 6' 5" 7' 4" 7' 7" 8' 9" 9' 0" 11' 7" 11' 11" 13' 9" 14' 0" BRACING GROUP SPECIES AND GRADES: Q #3 3' 6" 5' 5" 5' 5" GROUP A: HF STUD 3' 6" 5' 4" 5' 4" 7' 1" 7' 1" 8' 9" 8' 9" 11' 1" 11' 1" 13' 9" 13' 9" w Q STANDARD 3' 6" 4' 7" 4' 7" 6' 1" 6' 1" 8' 2" 8' 2" 9' 6" 9' 6" 12' I1" 12' I1" SPRUCE-PINE-FIR HEM-FIR 1 2 ISTANDARD 2 STUD 1 3' 11" 6' 3" 6' 8" 7' 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" 1 #3 1 STUD I 1 #3 STANDARD P #2 3' 10" 6' 3" 6' 8" 7' 4" 7' 11" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" I-� #3 3' 8" 5' 6" 5' 6" 7' 4" 7' 4" 8' 9" 9' 3" 11' 5" 11' 5" 13' 9" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE DFL STUD 3' 8" 5' 6" 5' 6" 7' 3" 7' 3" 8' 9" 9' 3" 11' 3" 11' 3" 13' 9" 14' 0" 33 Q STANDARD 3' 7" 4' 9" 4' 9" 6' 3" 6' 3" 8' 5" 8' 5" 9' 9" 9' 9" 13' 2" 13' 2" STANDSTUADRD STSTUD ANDARD 1 2 4' 1" 7' 1" 7' 4" 8' 5" 8' 8" 10' 1" 10' 4" 13' 3" 13' 7" 14' 0" 14' 0" S P F #3 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" 13' 3" 14' 0" 14' 0" HF STUD 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" 13' 3" 14' 0" 14' 0" GROUP B: 4. Q STANDARD 1 4' 0" 5' 8" 5' 8" 7' 6" 7' 6" 10' 1" 10' 1" 11' 8" 11' 8" 14' 0" 14' 0" 1 4' 6" 7' i" 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" HEM-FIR Sr #2 4' 5" 7' 1" 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" 1 &l BTR W CO #3 4' 3" 6' 9" 6' 9" 8' 5" 8' 11" 10' 1" 10' 7" 13' 3" 13' 11" 14' 0" 14' 0" DFL STANDARD 4' 1" 5' 10" 5' 10" 7' 8" 7' 8" 10' 1" 10' 3" 111011 101 ill 10' 7" 3 I1" 113 11"14' 0" 14' 0" SOUTHERN PINE DOUGLAS MR-LARCH TT, 1 2 4' 7" 7' 10" 8' 1" 9' 3" 9' 6" 11' 1" 11' 5" 14' 0" 14' 0" 14' 0" 14' 0" S P F 3 4' 5" 7' 8" 7' 8" 9' 3" 9' 3" 11' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14 O" Q STANDARD : HF STUD 4' 5" 7' 7" 7' 7" 9' 3" 9' 3" I1' 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" ��++ 5" 6' 7" 6' 7" 8' 8" 8' 8" 11' 1" 11' 1" 13' 5" 13' 5" 14' 0" j4' 0" GABLE TRUSS DETAIL NOTES: ✓ti #1 5' 0" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' 11" 14' 0" 14' 0" 14' 0" 14' O" Q :� ,S P #2 4' 10" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' 11" 14' O" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. (\j #3 4' 8" 7' 10" 7' 10" 9' 3" 9' 9" 11' 1" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 105 PLF OVER DFL STUD 4' 8" 7' 9" 7' 9" 9' 3" 9' 9" 11' 1" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 4' 7" 6' e" 6' 8" 8' 10 8' 10" 1 11' 1" 1 11' 5" 13' 9" 13' 9" 14' W. 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" ABOU'j(E OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" + PLYWOOD OVERHANG. GABLE TRUSS 2X4 #2N OR BETTER ATTACH EACH "L" BRACE WITH IOd NAILS. -T- FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. DIAGONAL BRACE OPTION: 1 t, IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. VERTICAL LENGTH MAY BE 18 * **FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. DOUBLED WHEN DIAGONAL L + IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. BRACE IS USED. CONNECT i 'L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 740# BRACE MEMBER LENGTH. AT EACH END. MAX WEB ** TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES 2X4 SP OR DF-L STUD I VERTICAL LENGTH NO SPLICE OR #3, SPF #1/#2, H-F #2 j6' * LESS THAN 4' 0" 1X4 OR 2X3 VERTICAL LENGTH SHOWN OR BETTER DIAGONAL + + GREATER THAN 4' 0 BUT IN TABLE ABOVE. BRACE; SINGLE OR + LESS THAN 11' 6" 2X4 DOUBLE CUT (AS SHOWN) AT UPPER END. GREATER THAN 11' 6" 2.5X4 ONTINUOUS HEARIN + REFER TO COMMON TRUSS DESIGN FOR ____y .1 PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. *•WARNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLINGAND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED ��j 1t f1j�/I REF' ASCE7-98-GAB12015 BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR, SUITE 200, MADISON, WI. 53719) FOR ,;��,`� P F1� SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, \ \'• O� DATE 09/10/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `�� • Cq�' —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ► . to DRWG A12015EC0901 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, s No.22839 —ENG HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH = STATE OF APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE •' AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA %.p•� e. TOT. LD. 60 PSF ASTM A653 GR40 GAL V, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF . �C ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��• C • ."<ORIDP'"' POMPANO BEACH,FLORIDA DRAWINGS ENGINEERING ORESPONSIBILITY SOLELA-Z. THE SEAL ON Y SFOR ATHIE GTRUDSS COMPONENT ICATES PTDENIGNCE O SHOWN, THE HONAL ��e�{t'�REDE�G` SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Aug 30 i'11111111 pll�� MAX. SPACING 24.0' RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 2x6 'r GABLE DETAIL REINFORCING GABLE VERTICAL PLATE SIZES MEMBER 2X4 "f" ABOUT + FOR LET-IN VERTICALS VERTICAL LENGTH PLATE IF PLATES REINFORCING BETWEEN CHORDS SIZE OVERLAP* MEMBER LESS THAN 4. 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL LESS THAN 11. 6" GREATER THAN 11' 6" 2.5X4 +Q REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. * IF GABLE VERTICAL PLATES OVERLAP, USE A '�' TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE: 2*2X4 2X4 '7" BRACE, GROUP A, OBTAINED FROM THE GABLE VERTICAL + 4:2X8 APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR LENGTH SBCCI WIND LOAD. TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE WIND SPEED "T" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 % 10 7 + 15 FT 2x6 40 7" 50 7 110 MPH 2x4 10 % 10 % 30 FT 2x6 50 % 50 % 100 MPH 2x4 10 7• 10 % 15 FT 2x6 30 % 50 7• 100 MPH 2x4 10 % 10 7 30 FT 2x6 40 7 40 7 + + PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN, 90 MPH 2x4 20 % 10 715 FT 2x6 20 % 40 7. RIGID SHEATHING ATTACH EACH "T" REINFORCING MEMBER WITH 90 MPH 2x4 10 % 10 7 HAND DRIVEN NAILS: 30 FT 2x6 30 7. 50 % 4 TOENAILS IOd COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 % 20 % AND BOTTOM CHORD. 15 FT 2x6 10 7 30 % p" GUN DRIVEN NAILS - 0.131" X 3": 80 MPH 2x4 20 7 10 7. REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 % 40 % MEMBER 70 MPH 2x4 0 7" 20 7 THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. 15 FT 2x6 0 7. 20 7. ASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 10 7. 20 7" GABLE TOENAILS 30 FT 2x6 10 % 30 % TRUSS SPACED AT A11015ENO699, A10015EN0699, A09015ENO699, A08015EN0699, A07015EN0699 4" O.C. A11030EN0699, A10030EN0699, A09030ENO699, A08030EN0699, A07030EN0699 EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 MEAN ROOF HEIGHT = 30 FT A13030ECO901, A1203OECO901, A11030ECO901, A10030ECO901, A08530ECO901 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015EN0699, S10015EN0699, S09015EN0699, S08015ENO699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030ENO699, S10030EN0699, S0903OEN0699, S08030EN0699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOE AHS ASCE OR SBCCI MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH SEE APPROPRIATE ALPINE GABLE DETAIL ( 1.10 x 6' 7" = 7' 3" CEDING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 --WARNING-■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, �i11� 11 tI REF LET-IN VERT INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED ``�•�„�� /i// BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DATE 10/24/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL �� • ••,q HAVE A PROPERLY ATTACHED RIGID CEILING. ��: DRWG GBLLET1N1001 "IMPORTANT+■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE �. ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ? No.2.2839 • _ ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, -ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH : T APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE S STATE OF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF �F^•�••R4 P. X TOT. LD. 60 PSF TRUSS ANDDRAWINGS , UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �F1Il1 z'•�(r ALPINE POMPANO PRODUCTS,INC. _Z, THE ♦1 POMPANO BEACH,FLORIDA ENGINEERING ORESPONSIBIL RESPONSIBILITY SOLELY SFORATHIE DRAWINGINDICATES COMPONENT CE DESIGN SHOWN.ESTHONAL �i6�"'* E' ''1 UR. FAC. ANY SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Aug 30 /%l/1lo1,11U0%� MAX SPACING 24.0• RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE (1) 1X4 'L" BRACE * (1) 2X4 'L" BRACE * (2) 2X4 "L" BRACE ** (1) 2X6 'L" BRACE * (2) 2X6 "L" BRACE •• jGABLE VERTICAL NO NG SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B SPFS1 #2 3' 5" 5' 11" 6' 070728' 48' 610' 11" 11313' 113' 5" BRACING GROUP SPECIES AND GRADES: #3 3' 4" 4' 11" 4' 11 6' 5" 6' 5" 8' 4" 8' 4" 10' 0" 10' 0" 13' 1" 13' 1" GROUP A: HF STUD 3' 4" 4' 10'" 4' 10" 6' 5" 6' 5"t8", 4" �84 10' 0" 10' 0" 13' 1" 13' 1"STANDARD 334242565' 675" 8' 7" 8' 7" 11" 8" 11" 8" SPRUCE-PINE-FIR HEM-FIR 1 2 STANDARD 2 STUD #1 39" 5' 11" 6' 4" 7' 0" 76" 84" 10' 11" 11' 10" 13' 1" 14' 0" 3 sruD 3 STANDARD S P #2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11"' 10' 11" 11' 10" 13' 1" 14' 0" �--� #3 3' 6" 5' 0" 5' 0" 6' 7" 6' 7" 8' 4" 8' 9" 10' 3" 10' 3" 13' 1" 13' 9" DOUGLAS FIR-LARCH SOUTHERN PINE di DFL STUD 3' 6" 4' 11" 4' 11" 5' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 9" 1 STUD SPUD `J STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11"' 11' il" STANDARD STANDARD E—+ SPF 1 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" #3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" STUD 3' 10" 5' 11" 5' 11" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" W Q HF STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" GROUP B: 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" HEM-FIR ,S P #2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" 1 & BTR w � #3 Z7-0" 6' 2" 6' 2" 8' 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" 1 _a I DFL 1SOUTHERN PINE DOUGLAS STANDARD 3 11" 5' 3" 5' 3" 6' 11" 6' 111" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" FIR-LARCH 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" r� SPF #3 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" v STUD 4' 2" 6' 11" 6' 11 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0 HF " Q STANDARD 4" 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: x 1 4' 8" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0' <i SP #2 4' 7" 7' 5" 8' 0"' 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. #3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 1 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" �-+ DFL STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 4' 4" 1 6' 1" 6' 1 8' 0" 8' 0" 10' 6" 1 10' 9" 1 12' 5" 12' 5" 14' 0" 14' 0' GABLE END SUPPORTS LOAD FROM 4' 0" SYMMI(K OUTLOOKERS WITH 2' 0" OVERHANG. OR 12" ABOUTI PLYWOOD OVERHANG. + ATTACH EACH "L" BRACE WITH 10d NAILS. GABLE TRUSS * FOR (1) 'L" BRACE: SPACE NAILS AT 2" O.C. DIAGONAL BRACE OPTION: T 2X4 #2N OR BETTER IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. + **FOR 2 '1." BRACES: SPACE NAILS AT 3" O.C. DOUBLED WHEN DIAGONAL VERTICAL LENGTH MAY BE 18" * IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. I BRACE 1S USED. CONNECT .,L„ -{- + "L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 870# BRACE MEMBER LENGTH. AT EACH END. MAX WEB ** TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES 2X4 SP OR DF-L #2, OR BETTER DIAGONAL T VERTICAL LENGTH NO SPLICE VERTICAL LENGTH SHOWNBRACE; SINGLE OR 18 * LESS THAN 4' 0" IX4 OR 2X3 ' + + IN TABLE ABOVE. DOUBLE CUT L 1 + GREATER THAN 4' 0", BUT 2X4 ,} (AS SHOWN) AT LESS THAN 11' 6" UPPER END. 1 u uGREATER THAN 11' 6" 2.5X4 ONTINUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR ' PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. A*WARNING•- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, - 11 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED REF ASCE7-98—GAB12030 BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ,�� + �� /� DATE 09/10/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ��3 C'• �j HAVE A PROPERLY AT RIGID CEILING. �� • R�'� ..IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE DRWG A12030ECO901 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, N0.22839 —ENG HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE %� MATE OF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA .Q �• •• X. TOT. LD. 60 PSF ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF �„ P,• ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERDRAWINGS POMPANO BEACH,FLORIDA ENGINEERING ORESPO RESPONSIBILITY OLELYTHIS FOR DRAWING TRUSS COMPO COMPONENTICATES ACCEPTANCE DESIGN SHOWN.OESTNONAL I�!, N\ `♦ SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Ang 30� DE RESPONSIBILITY DF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. �111-1``�` MAX. SPACING 24.0" MI Z ' 61 ' deg 8WIJ PWaaad A L E S A* j KEEPING YOU INFORMED THR01;1M--f AC7T'd06F-;QOMMUIiI� TIONS ' WA. �'�IEARI 8000/g lath, WINDLOA D,l LIN +•IJP Er ceAN' )S The second pbase ofthe WzyneMwk 8000/8100 wiindloAd- i ei i'wvill be available for sale on Maiidayr, November 10, This expanded lineup addresses the changes set forth is the.,,7WF16ixda Building Code scheduled for implam4ntatioa in 2002, The expansion introduces windload,drawings 01 19-&0120 for single car doors and 0110, 0121, 0'122 & 0123 for double car doors. Complete lineup is shown in grid lfelaw: 6'.9' +37.5 1-37.1 est +44!-44PSF Test +Ss 1-53.SPSF Test +b9!-78PSF Teat Wide +25/.23PSF Desi *29,3!•29.3PSF Desi +36,67/-37PSY Desi +46/-52PSF MrA Drawrn Wo- O10<f 0108/0119 0120 101-16, +33/-37PSF Test +40.5/-43,5PSF Tcst +46.5/-49.5PSF Test +661-715PS17 Test Wide +22/-24.6PSF Des +27!-29PSF Desi +31/-33PSF Desi +441.49PSF Desi DrYwirs No. 0028 0110 0121 0122 17&18' +311-31PSF Test +45/-"PSF Tett yye +20.67/-20.67PSP Des +30 l•32PSF Deli DrAW(Alt No. 9717 0123 in these changes, Wayne-Dalton has endeavored to satisfy each states unique requirenunu for windioading_ Therefore, DWG##'s 0109, 0108, 011.9, 0120, 0028, 0110, 0121, 0122 &0123 have beat filed.with SDCC1. DWGWs 0105, 0119, 0120, 0121, 0122 & 0123 have been filed with TDI and DWO#'s 0119, 0120 & 0122 have been filed with Brow►ard County. We aro also currently working on submittals to Dade County, All drawings except 0105 and 9717 have been tasted by a third party independent lab. Option codes 0119, 0120; 0121, 0122 & 0123 were tested to the South Florida Building Code, ffigh 'velocity Hurricane Zone which requires static air pressures, impact testing and cyclic wind pressure loading. To addreas each testing standard, doors sold using these option codes aro not available glazed and must overlap the jambs by 1"on eaoh side of the door. 'These doors will only be sold at standard width plus 2 inches, ex. 107"x 7'0", 12'2"x TV& 16'2"x 7'0". To reduce inventory requiremoo, all struts, C-Cbsnnels and bottom retainers owe the ams length as *me used with standard width doors. Unless motor operated by a trolley opener, all windloaded doors must be installed with locking devices. Single car requires one lock and double car requires two looks. inside side loop double lock baxs, ECR keyed in handle or rim cylinder locks can be used. In the sheets that follow, you will find the Option Code Pricing, SuuvzS Requirements, Section Configuratms, WmAload Drawings and the tabbed dividers fibs your windload binder. You will also find a segment entitled, "Understanding Basic Windload". This segment cexttaius a basic understanding of'Design Pressure' vs. 'Test Pressure', Exposure Categories and DASMA windload charts based on building codes to determine what PSF is needed per MPH tone. We have also included the Florida Wind-Borne Debris Map and the Florida Building Commissions' interpretation of how the MPH zoaes will be determined k is Wayne-Dalton's goal to help each of you stay active in the gnawing windload market with quality, oost competitive products. Contact your Customer SeMce Representative for specific windload questions. I -d Nadi "Vrs.1 l l Mw__6 l-6 TO 3St/d A-iddnS 30IOH0 1SdId 6L00T8LV06 65:£T Z00Z/6T/60 Wd [t: Z 61 ' d&S 8 W I J peniee8a SBCCI PUBLIC SAFETY TESTING AND EVALUATION SERVICES INC. 900 Montclair Road, Suite k, Birmingham,Alabama 36213-1206 www.sboclea.org a Participating Member of the NES,inc. Evaluation Reports we the opinion of the Committee on Evaluation,based on the findings,and do not constitute or imply an approval or acc4ptanee by any local aQrrartunity. The Commhtee, In review of the data submltW,finds that in their opinion the product,material,system,of method of construction spealflcally identified M this report conforms with or is a sinkable alternate to that spoeWled In the Standard and International Codes, SUBJECT TO THE LIMITATIONS iN THIS REPORT. The Committee on Evaluation has reviewed the data 4, DESCRIPTION submitted for compliance with the Brrndard BuNding Cada0i, the SOCG/ Standard for Hurrkene Rsabfant 4.1 General RasideoHa/ConotnoWanDS87121044the Florida Building Cede,and the International One and Two Family Dwelling The Waynemark series 8000 and 8100 are sectional overhead CodeandsubmitatotheEuilding0lReW srothwauthonty garage doors constructed of galvanized steel sections with a having Jt,risdictloa ttw fellefwtng report. The ComrAlftoon two coat polyester finish. The doors are 2 inehos thick with Evaluation, SBCCi PST 3 E31 and its staff see not boxshaped wiles and embossed with raised panel wood grain responsible for any errors or omissions to arty docuinents, texture,tongue and groove sections. The series Model 8000 is celcutations,drawings,specifications.tests oraumrrrartaa non-insulated. The geries Model 8100 is insulated with a 9/18 prepared and subrrdtted by the design professional or inch thick expanded polystyrene, pr4pwor of record that are listed in the Substantiating Data 4.2 Model$1111411411 section of this report. Copyrighted C 2002 88CCI PST O ESI WayneMark 8000 Series Garage Odors are constructed of 28 gauge ASTMA663-00 Forming Steel FS Type B,minimurn yield t&PORT NO- 2210 of 38 ksl,with a finish equal to ASTM A625 made up of a 030 pfi'IliEf3; See aun4r+t SBCCI PST&ESl EVALUATION finish Covered with sero coats of polyester paint with 16 gauge steel end soles and 20 gauge steel center stl.e tittles. REPORT LISTM CATEGORY: DOORS AWINDOWS 4 9 ModM x100 ND WayneMark 8100 Series Garage Doors are conslruated of 24 SUBMITTED BY, and 75 gauge ASTM A853.00 Forming 31" FS Type B. minimum yield of 56 ksl. with a finish equal to ASTM A525 WAYNE DALTON, CORP. made up of a G30 finish on 2.6 gauge doors and 090 finish on 3308 ADDISON DRIVE 24 gauge doors.covered with two costs of polyester poirrl with PE?"OLA.FLORIDA 32514 16 gauge steei end styles and 20 gauge atoll center stile. The Series 8100 is Insulated wdh a 9116" thick expanded 1, PRODUCT TRADE NAME polystyrene board which Is labelers per 84otioo 2603.2 in both the 1989 Standard Building Cope and the 2001 Florida Building 1.1 Wayne Mark 8000 Garage Door Code, The 3urface burning charsotefislke of the door waa 11 Wayne Mark 8100 Garage Door tested In accordance with ASTM E-84 and found to have a Mame spread of leas than 75 and a smoke development of less 2. SCOPE OF RVALUAT10N than 450. 2.1 Structural-Transverse Wind Load's 4,4 Wind Loads 2.2 Sny)lural- impact Resistance e tance(Flo�tda Building Coda, The WayneMAark Series 0000 and 8100 Garage Doors were 2.3 Surface Burning Characteristics subjected to tramerse !cad testing under ASTM E 330. Anow&W transverse winid loafs are given In Table 1. 3. USES Both serin ofthe WaynoWeKS00018100 Series Garaoe000m Wayne Mark 8000/8100 Garage boors are used as garage are braced on the inside of" doors with "ors and C- doors with specified allowable wind pressures_ Channels running horizontally on each sectional panel. Each REPORT Na.2210 PAGE 1 OF 4 t d i•V0�13 hld�:I, _7 I. e:Pioli'_F,I.-t1 Z0 39Vd AiddnS 30I01-10 1SKA 6L0018Lb06 ZZ:bT Z00Z16Zf60 Wdltr� Z ' 6l ' aag au� il paniaaad RF PORT W.2210 taAGE 2 OF 4 .- sedes nas several models with difrerent conflgurstion of U-Bars S. INSTALLATION and C-Channels depending of the *mount of wind lead resistance required. Each U-Bar is Made of 20 gauge ASTM 8.1 General A653-00 Forming Steel FS Type B, minirmm yield of 80 kai, and each C-Channel is made of 16 gauge ASTM A653-00 The WayneMark Series 8000 and 6100 Garage Doors are Forming Steel FS Tyne B,minimum yield Of 50 k4i, both with a installed in acoordance with the nanufacturer's pubfaned f'irush aqua!to ASTM A525 made up of a Q-40 finish. Installation Instructions,engineering drawings,and this report. 4.a Door Track The manufacturer's published installation instructions and this report shalt be strictly adhered to and a copy of thew The WaynoWk Serle* 8000 and 8100 G*mge Door Tracks Instructions shall be avetlaloie at all times on the job site during ars made from 15 and 17 gauge(33,000ksI i,ASTM A 653)steel Installation. with a galvanized coating(G640), fie instructions within this capon govern if thenfl are any 4,6 Large Missile Impact Resistance conflicts between the manufaoturers Instructions and this report. The WeynsMark Series 8000 and 8100 Garage Doors, as described in this report.were tested for large misaile Impact 6.2 Atlaw■t4o Transverse Wind Lands resistance under Miami-Dads County Protocol PA-201 and PA- 203, The doors tasted passed the large missile IrMOaot test. The design wind-loads on the garage doers shall be determined The doors listed in Table 2 of this report may be used 8$impaC% in accordance win 1606 of the Siandard Bulkong Codeogr4 resistance doors to protect against wlndbome debris. the Flonds Ouitding Code and shalt not exceed the allowable transverse wind loads shown in Table 1. TABLE 1 ALLOWABLE-MAN$VeR8E WIND LOADS ODOR DOOR DESIGN LOAD 003ION LOAD MODEL W(MAX) H(MAX) POSITIVE NEGATIVE REINFORCEMENTS FT-IN FT-IN PSF (PSC 800018100-0026' 16-0 14-0 22.00 24.66 U-ftrc 9.0 14-0 30.00 30.00 U-bare 500018100.0109' 9 0 14-0 25.00 25.00 U43are WOO18100-0110' 1 fro 14.0 27.00 29.00 U-ears 800018100-01191, 9.0 14..0 37.00 37.00 U-Bars 8000/g100-0113Z' 9-0 14-0 37.00 37.00 U-Bars 8000/8100-01202•' 9-0 14-0 46.00 52.00 U-sera 8000/8100.0114 8-0 14.0 46.00 52.00 U-snare SAOO/a100 a t Z 1'' 16.0 14 0 31.00 33.00 U-bars 8000/8100-01162,4 16-0 14.0 31.00 33.00 U-bars 8000/8100-0122t•d 16-0 14.0 44.00 49.00 U-bars and Gchannels 800018100-01152.1 16-0 14-0 44.00 49.00 U-bars and C-channels 8000/8100.01232.1 18-0 7.0 30,00 32.00 C-channels 800018100-01181•` I 18-0 7.0 30.00 1 32.00 C-channels Notes: 1. Transverse Land Teat per ASTM It 330 2. Tninaveme Load Test per Miomi•Osde County Protocols PA 202 3. Door panel*tee!Is made from 26 gauge 3*01 skiff 4. Door panel steel is made from 24 gauge steel skin $I Units Conversion; 1 in=25.4 mm, 1 R=0.3 m, 1 pat■48 Ps � 'd WObd Wdq L Z.I• �00Z_F;I_F Z9 3Jtid A-IddnS 30IOHO 1S21I3 6LOOTBLb06 ZZ1bZ Z00Zf6Z/60 Wd[V : Z ' 6l ' d@S 8WIJ POA18088 PAGE 3 OF 4 REPORT NO.2210 TABLE 2 • Repan No.HETI-01.1025,June 4,.2001,signed by IMPACT RESISTANT WORE Syed Waqar Ali,Ph.D.and Hector M.Medina,PA. + Report No. HETI-01-992.Apel 2, 2001, *red by Option Fawsr Syed Waqar Ali,Ph-D.and Hector M.Medina,P.E. Code Sig t3teel Rel"fora neenb 0119 9'•0"x 7'-Q" 2Q ga. 3 Ubara NN d.5 Test reports on tensile strength under ASTM E-8 tor WayneMark Series 8000 and 8100 curage Door. 0113 Q'-0'x T-0" 24 ga. 6 Ubars prepared by Hurricane Engineering&Testing,inc.,are as follows: e Report No. HETI-01-TO34.April 5,2001, signed by 0120 9'-0"x 7'-0" 269a. Ubars H#Mr M.Medina,R.E. 0114 V-0"x 7'-0" 24 ga. 7 Ubars a Report No, HETI-01-7036,April 17,2001,signed by Hector M.Medina,P.E. 0121 1 e'-2"x 7'-0" 28 9a, 9 Ubam • Report No.HETI-01.7064,,lune 30,2001,signed by Hector M.Medina,P.E. 0118 1C-2"x 7'-0" 24$a. 0 Vbars • Report No.HVI-01-T065,Juno 30.2001,signed by Hector M.Medin%P.E. 0122 18'-2'*x T-0" 289s. 1 Ubar&4 C's + Report No.mET1-01-TOA1,.lune 24,2001,slgnod by Hector M. Medina,P.E. 0115 1 d'-2"x T-0" 2490, 1 Ubor&4 C's • Report Na.HETI-01-T06D,June 24,2001,signed by H•ctor M.Medina,P.E., 0123 18'-2"x 7'-0" 2694, 4 C-ohAnnels • Report No.tfif-M-01-T062,June 24,2001,signed by 0119 1tT'-2"x7'•0" 24 a. 4 C-ohannela Hector Ail.Medina,P.E. • Report No.HETI-0I-TOSS,June 25,2001,signed by Hector M. Medina,P.E. • Report No,HETI-01-T048.May 30,2001,signed by 0. SUBSTANTIATING DATA Hector M.Medina,P.E. + Report No.METI-01•T049,May 30,2001,signed by &I ManufaMrees descriptiYe Were UM,spa Akations,and Hector M. Medina,P.6. inatBagon instructions. • Report No. He-1.01-T050,June 1,2001,afgned by Hector M. Medina.P.E. 6.2 Test report an tranauerse wind load under ASTM E 330 for Waynomaric Serine 13000 and 6100 Garage e.6 Teti report on aurfeae burning charsatadstie under Door, prepared by Hurricane Engineering & Testing, ASTM E 84 for grow Foam EPS used in WayneMark Inc.,are as fdiows: Sane*8100 Garage Door,prepared by RAOCO,Report e Report No. HE7I-01-097, A0014, 7001, signed by No,RAD-2935,delad November 2001,signed by Yamii Syed Waqar AU, Ph,D.end M#Mr M.Medina,P.E. Moya and Michael L.Ziernan,P.E. e Report No, HETi-01.M, April 4. 2001, signed by Syed Wegor Ali, Ph.D.end Hector M.Medina, P.E. 7. CADS RUGRENCES e Report No.HETi-01-1029,June 7,2001,signed by Syed Wager Ali,Ph.D. Standard Suirdfng Cod#Cr-1999 Edition a Report No.14ETI-01-1014,May 10,2001,signed by Section 103.7 Alternate Materials and Methods Section 1606 Wind Loads .3 Test teporta on Large Missile Impact fr3f WaynWG(k Chapter 17 Structural Teats and Inspections Series 8000 and 8100 Vinyl 00"Boars,Hufficsno $400n 1707.4 F-tertor Window and Doer Assemblies Engineering a Testing, Inc.,are ss follows. Chapter 22 Steel e Report No. 4ETi-01-993, April 3, 2001, signed by Section 2204 Cold-Formed Staci Construction Syed Waqar Ali, Ph,D.and Hector M.Medina,P.E. Chapter 26 Foam Plastic e Report No. NETI.01.995,April 4. 2001,Mgmd'by Syed Waqar AU,Ph.D.and Hector M.Medina,P.E. inismatonel One and T%oo Fsmyy DweNing Code- e Report No.HETh01-1028,June 6.2001,signed by fON EdNon Syed Waqar AU, Ph.D. and Hector M.Medina,P.E. e Report Mo.METt-01-1026,Jude 4t,2001.WOnwt by Seddon'10x3 Alternate MaWisis and Systema Syed Waqar All,Ph-0.and Hector M. Medina,P.E. Sema,301 design Cr*da a Report No. HETI-01-1013, May 9, 2001,signed by Syed Waqar All,Ph.D.and Hector M. Medina, P.E. standard for Htmda tee Rets"M Rasa koW ConskrAicn® SS TO 10 W 8.4 Test reportson transversewlnd load under - County Protocol PA-202 for WayneMertc Series 8000 Section 101.3 Integrity of Building Envelope and 8100 Garage Ooar, prepared by Hwnoarle Section 101.4 Alternate Materials and Methods Engineering&Testing, Inc„are as follows Section 101.8 Design Concepts a Report No. HETi-01-994,April 2, 2001,$Vne0 by Section 104 Design Gnarls, Syed Waqar Ali,Ph.D.and t-tactor M.Medina, P.E. Chapter 6 Windows and Doors e Report No, HETI-01-1011, May 9,2001,signed by Appendix B Design Load Assumptions Syed Waqar Ali,Ph.D.and Heater M. Medina, P.E. e Report NC.HETI-01-1621,June 8,2001,signed by Syed Waqar AII, Ph.D,and Hector M.Medina, P.E. E -d I40bA OdS t 'Z',t ZOFJT._F t-F 60 3Jtid A-iddnS 30IOHO 1S2fIA 6L00T8Lb06 ZZ:t�T Z00Z/6T/60 Wdltr Z 6l ' d8S OW11 p8ni808d REPORT NO.2210 PAGE+OF 4 Florida Hulldkv C MO-21301 Edition 10. IDENTIFICATION section'►03.7 Alternate Mstsrlals and Methoas Each W ayneMark Serles 8000 and 6100 Garage Door covered Section Me Wind Loads by this report shall be labeled with the manufacturer's name Chapter 17 Structural Tests and Inspoictlons andlor trademark, the S$CCI Public Safety Testing ano Section 1707A Exterior Window and Door Assemblies EY9IU8tion 9ewices Inc. Seal or Initials (52CCi PST*S ESI), Chapter 22 $1001 and the number of this report for field identification. Section 2204 Cold-Forted Steel Consftotivrl Chapter 76 Foam Plastic 11. PEAIOR OF ISSUANCE fl. COMMITTEE 11NDIhIG8 SI;.E CURRENT tit P37 & ESI EVALjj6T_!QN REFORT IL STING FOR STATUS OF THIS F-VALUAflON REPORT. The Committee on Evaluation in revlew of the data SubMitted finds that, in their opinion, the WayneMark Series$000 and For information on this report contact: 8100 Garage moors aalsdescnbed In tats repoartcDnifolln with or J,David Muaeaiwhite,RE. are sukabla,alternates to Vast speoiflgd in the 8fanda W&Ab*t0 206/69"SM CCodsO, the SNCCf Sbndard for Hurricane ReWtent R*#A*ntfe/CarAtnxtionO 88TQ10-4V, the Florida SulMing Code, and the Infasrrt3t/ M Ono said 7wao FaftYy Dwibft Cock or Supplements thereto. s. LIMITATIONS 9.1 This Evaluation Report and the+rat ilation Jnstruetiona when required by the building of1tolal,shall be submitted at the orae of permit application. 9.2 The doors shall be lnstalled in accordance with the installation instructions in this report SM the manufaelurae's published installation instruotkM 9.3 The struetuoal elements supporting door track brackets *hall badesigned by reglaiered professional engineer for the wind ioads shown on the drawings. 'The calculations shall be signed. seated. and dated, and submitted to the local building official when applying lar a permit. $,A The doors shall not be installed in areas where the tranavenm wind loads exceed the allowable loads Shown in Table 1. 8.8 The glazed panel Pet 110111 of WayneMerk 8er1e4 $000 and 8104 Garage Doom is outside the scope d this report. J,6 The W ayneMark Sea10s$100 Garage Door can only be used In one and two family dwellings. 9.7 The WayneMark Series$000 and 6100 Garage Doers have not beelt evaivated with the ventilation buvers installed. V'd sYObA Hd9 I ;Z t e00U-61-6 VO 3E)Vd A-iddilS 30IOHS 1S2iI-1 6L00T8Lb06 ZZ:tbT Z00ZI6T160 t - T :a vo . T T .9 L-. �- c Tr Tr�l zr zra r Ert Erg fir +,ra sr srN W sr 9r6 °� zr6 tra orra era 1 IV4 11 LC � , 1 3 N � � 9SZZE •d-ld xur i SZZB-89Z #Hd AUMNd SdI-I-lIHd SSTTT W I C6 S3I-Iddns •00-10 ONINNdWrA , , HlaOMHSd NIA334 , 3SIOd2idd N300IH ET 10-1 N031S30 SZ909 W � �- N I--- .T T +- . TS .. TT . TT -+F .. T . S . 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