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612 Paradise Ct (vault) 1 JOB ADDRESS Z��,��cL t _TYPE WORK PROPERTT OWNER =fir . t� MMONE 0j U CONTRACTOR� �` ',^�� :ONE PERMIT NUMBER -DATE INSPECTIONS.• FOOTING 0-00 44 GL SLAB I IS 0 TIE BEAM LLVTEL NAI7�Y G FRAMWGXOYER UP D INSULATION - ?-c•f MAL BUILDING CERTIFICATE OF OCCUPANCY ' FT,FCTRICAL PERmn INSPECTIONS ROUGE FINAL JWMA ICAL PERMIT# �� 3 INSPECTIONS ROUGH FINAL PLrIMBWG PM M V INSPECTIONS ROUGH/UNDER SLAB '711 /0.(. TOPOUT WATER/SEWER l t a FINAL NOM. MAY„27 '01 09:46 CLARSON 148 P03 MAP SHOWING PLOT PLAN OF LOT '17 AS SHOWN ON MAP OF PARADISE COVE AS RECORDED IN PLAT BOOK 53, PAGES 82 do 82A OF THE CURRENT PUBLIC RECORDS OF DUVAL. COUN t Y, P,LORIOX FOR: "BESTCON, INC. BEARING REFERENCE: BEAR,IN(: SHOWN ON RIGHT—OF= 6 Y UNE HEREON,IS THE SAME AS SHOWN ON THE ABOVE Mmn1 NED PLAT. PARADISE COURT (00' RIGHT OF WAY) S88*59'042*E r, CH=50.01= ' \Oe .1 R317,00 L=50-07' 01 J (94") . • DELTA= 'o2'S7" 7 g �Eq EASEMENr ANO ATE CANp ,._.___---m��____-w_-- -----------Ir. SlbEKALK EA MEMr —` — — —— _ -- --^ (20") IlD'XIO' JEA (24") EASEMENT BRI. I 7.5' PORCHO Y V O 11 7) T.J AK . ..-._—•19.0' Al (? TWIN OAK M Ni ;o -0 0 MAGNOLIA z r Q 2 CEDAR z f• '^I . MYRTLE 7-s' 8.8' r M g T1NN MYRTLE TRIPLE MYRTLE THIN PEAR t 8.A' 2 +� V SWEET CUM -a PATIO uL � �► I N PINE �� I /ti OD/� v • PALM > CAMPHOR V�1. 7.5' 0 w I 1e J I Y xtl' 8RL t� O p fir) CJ) ' S89'3 ' 5 . (227 f/rA mow► �rr.� � BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CER TIFIC4TE OF OCCUPANCY WORKSHEET Date Requested: Cl C�' 4� Building Contractor : Building Permit Number : Address : / 2 �ZCe t�d Legal Description: Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: �. required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NO IFIED DATE APPROVED BY Eire / Public Works --Q Planning lQ -3%O1 B•u i 1 d i n g - �/ --- CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 612 PARADISE COURT Owner: PAUL NICHOLS ATLANTIC BEACH, FL 32233 612 PARADISE COURT ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22087 Date: 10/31/2001 DON C. FORD, C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 612 PARADISE COURT Owner: PAUL NICHOLS ATLANTIC BEACH, FL 32233 612 PARADISE COURT ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22087 Date: 10/31/2001 DON C. FORD, C.B.O. Post in a conspicuous space CITY OF � rtic �eac.� - ��vrida 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX (904)247-5805 SUNCOM 852-5800 DATE T JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS ,L-2i,2 P-11 12 �,-p Lj-L�/s��LPZ2 1 - Please call me at 904-247-5826 if you have any questions. Sin rely, r (hz'zj ATLANTIC BEACH BUILDING DEPARTMENT 7. SITE PLANITREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. c) Location of all trees with Diameter at Breast Height (DBI-1) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an"X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging, paint or tape. C) The front property comers must be marked by stakes or paint indicating the Lot Number or Address. 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE.TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE H, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. I liis Signature Date 17 A. P Own 's Signature Date CITY USE ONLY: Tree Conservation Board Chairperson Date CITY OF •�,� 4&4#Z& &404-�&U*d4 Office of Building Official REQUEST FOR INSPECTION �} Date ` ` Permit No. d Time _ A.M. �� g� Received ���' Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ oo i _J ❑ Rough Wiring ❑ Rough ❑ Air Cond. & Re Roofing ❑ a ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday RM. A.M. Inspection Made /l`� - P.M. Inspector_��fG � Final Inspection ❑ Certificate of Occupancy ❑ Date Oct-16 2001 11 : 02AM BESTCON, Inc. No- 8127 P. 3 DYNAMIC ELICC MC, IN 3167-201 s.sr.JOHN I lftu" JACKSOPML.FL 322 6 October 26, 2001 Mr. Don Ford City of Atlantic Beach Inspection Department, 800 Seminole Road, Atlantic Keach 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. 71Y truP kills APPROVE Dynamic Electric, Inc. CITY. OF ATLANTIC BEACH BUILDING OFFICE OCT 3 0 200 Re: Rooney residence oil Address: 612 Paradise Court Permit #; 22087 fmN ., PNOMC 0"6,ao44o _ FAX:("M 64a-1304 CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX (904)247-5805 SUNCOM 852-5800 DATE -2 --2 6 —D JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS 4p,2 (,3 , �. -00 S-em -tole (New SQry►'�e qfh 574 l Sery,c� TnGPQ.yse J Poe -k+(er emaj Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5828-FAX: 247-5877 -- -- �__.--______ PERMIT INFORMATION_ _ ___ _.._ _. _LOCATION INFORMATION Permit Number: 22895 Address: 612 PARADISE COURT Permit Type: UTILITIES ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: __ OWNER INFORMATION Date Issued: 10/22/2001 Name: PAUL NICHOLS Total Fees: 25.00 Address: 612 PARADISE COURT Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 10/22/2001 .Fie X000)000-0000 __. _ _ - - _Work Desc: INSTALL LAWN SPRINK SYSTEIK_ = . CONTRACTOR(S) 2, (CATION FEES H2O MANAGEMENT, INC. « T * " Y 25.00 ^Y' ,y,tsnS4„r Ma a 1^4xf }�k Nye i 9s t .. _-. Ri r a f m NOTICE- WSPECTION ST REQIJE � --- ST50,At LEAST 24'HOURS PI RTO INSPECTION —1 BUILDING MATERIAL, W8BISH ANI;[`t?BBRIS FROM THlB WORK MUS NOT B 1�LACED IN 1BLIC SPACE,AND MUST BE CLEARED UP AND HAULF-d" Y BY EITHER-CQNTRACTOR OR NER "FAILURE TO CO LY T : �� W� l REILT IN THE PROPERTY OWNER PAYI( VICEORI�,: ISSUED ACCORDING TO APPROVED P RACT RMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS I 1125.88 14 � ATLANTIC BEACH BUILDING DEPT. _ — htet 0/23/k it Receipt: 811815422 am---- -----— BI181Bi32218i6 — H4 —f CITY OF ATLANTIC BEACH APPLICATION FOR PLUMING PERMIT JOB LOCATION : OWNER OF PROPERTY: TELEPHONE NO. PLUMBING CONTRACTOR Aa o mAjAea,&�e-A CONTRACTOR' S ADDRESS :373/ STATE LICENSE NUMBER: — /5 TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) '2-3> OTHER &44,AJAJ 'j1,7f_4NJk�� TOTAL FIXTURES : x$3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904 ) 247-5826 - 4&4#d40 � /ACITY OF __ ��_ f tF Office of Building Official CYT� S f r.` REQUEST FOR INSPECTION Date Permit No. �o ��-d/ "2a� Time A.M. Received P.M. ob Address Locality O ner's Na Conuacliar BUILDI G CONCRETE ELECTRICAr PL MBING MECHANICAL Framing ❑ Footing ❑ Rou Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ -Top Out ❑ Heating Insulation ❑ Lintel C nal ❑ Sewer ❑ Fire Place ❑ P READY FOR INSPECTION�,/ 4L Pre Fab A.M. Mon, Tues. Wed. Thurs. Friday P.M. ( AM. Inspection Made r U 30(o —P M. Inspector ( Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF 4&4"& /3"C-4-I&UJ4 Office of Building Official REQUEST FOR INSPECTION Date c -y e) Permit No. Time A.M. 7 Received P.M. U Job Ad ess ocality i Own 'S —' Name (- -�' , I Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring G Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A. Mon. Tues. Wed. Thurs. Friday M. 0 Inspection Made ector s �Qe!f7te of Occupa cy r-_ _�- � 0 Date / b— Z � f _ CITY OF Office of Building Official REQUEST FOR INSPECTION Date J `� Permit No. P2-222Z Time M. _ Received M. Job Addres Locality ----- Owner's C Name �--- Contractec_ r BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READ .F-Q$ INSPECTION Mon. Tues. Wed. Thurs. Friday A.Mrx . A.M. Inspection Made P. Inspector r r-�.. Final In ec�ocL- ertificate of Oc Date 111t� z,�t�c // // CITY OF ' `_I J/4 Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time co ReceivedP.M. L (� A (,r& Job Address �Lo ity Owner's 1 Name �3*1Contractor BUILDING CR ELECTRICAL PLUMBING ECHANICAL ON Framing ❑ Footing Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ <ys�::) ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday M. ` A.M. Inspection Made ` P.M. Inspector -.i... Final Inspection ❑ Certificate of Occupancy Ci Date Oct -29. 2001 1 : 12PM BESTCON, Inc . No- 8191 P. 1 ` DYNAMIC EL It C* IN 3167-201 S.Sr.Jom Bwr�r fm JwcKlr�nl.�.FL 32Z REr" October 26, 2001 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. Y avhc, i'vy-'p kitty Dynamic Electric, Inc, Re: Rooney residence Address: 612 Paradise Court Permit #: 22087 PMOMs:(eo41 Q4*0440 ' FAX ISO4>04*-1*08 CITY OF 4&I4c Be44 A -Ti4Y" Office of Building Official REQUEST FOR INSPECTION Date r® Permit No. Time A.M. Received P.M. Job Address Locality �r Gamer s h 1��S��C Contractor r`= 1 UILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL .ming ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Sym sp-ffb 0 READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday_ P.M. A.M. Inspection Made "� P.M. Inspector �'' Z-'vim: Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF �} 4&4a&c Bea:A--tom Office of Building Official REQUEST FOR INSPECTIQN Date Permirtta _ Time ^ `�� A.M. Received P.M. Job Address Locality jE�S� lsYl 1� s � Own is Name Contractor BUILDING CONCRETE ELECTRICAL MECHANICAL Framing "I Footing ❑ Rough Wiring F- LUMBING T✓�Air Cond. & .' Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made ~© _ P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date — _ �,� //!3CITY OF 4&#I;4C eac4-0;" Office of Building Official REQUEST FOR INSPECTION Date r--- Permit No. Time A.M. Received M. Job Address ( Loc lity OContractor wner's Namr,� e �Z'�! BUILDING , CONCRETE ELECTRICAL MBI MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer Fire Place ❑ Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. FridayP.M. A.M. Inspection Made �� P.M. Inspector _,e-� Final Inspection ❑ Certificate of Occupancy ❑ Date 11��� � nnCITY.OF .�'� iQ+L�4#dW 13�-41 4 Office of Building Official REQUEST FOR INSPECTIO Date (.:3 1 Permit No. Time U A.M. Received T /�h Job Addr7 Locality Owner's Name -���/5��"'> Contractor BUILDING? CONCRETE ELECTRICAL PLUMBING MECHANICAL ,.ming f ❑ Footing E, Rough Wiring ❑ Rough F Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating a ❑ Lintel ❑1 Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. Inspection Made 2 _v ` P.M. 1 Inspector incl Inspection ❑ U<r Certificate of Occupancy ❑ Date CITY.,OF 4tl�rtrc 15012"- aiu>ta Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time Received v �� Job Addre cality h Owner's Name Contractor DING CONCRETE ELECTRICAL PLUMBING M CHANICAL Framing ❑ Footing El Rough Wiring Ci Rough F, A, Cond. & ❑ oofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating su ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Frida .M. A.M. Inspection Made _P.M. + Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date nnjj�� ��,� //C��ITYO//F +� __ �� // � lYI�Qa&o BiiiacA-&9&uJ4s Office of Building Official _. REQUEST FOR INSPECTION Date '6 Permit No.Time Received A.M. Received Qr Job Address Locality Owner's Name Contractor ff CONCR TE ELECTRICAL PLUMBING ECHANICAL r mm ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ oofing L: Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday_ A.M. Inspection Made _P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ 7�>/— `�'. 3�� C t/ Date ��//��//-��_��� J //CITY O//F //-- ., 4444 LC lie4r,4-_T �Q 2.Z-2— Office of Buildin fficial �,(16 5 ` REQUEST FOR I SP ION �- (� Date `� _ Permit No. It ; `r�9 7 Time /1 f b A.M. Received Jobb �eoatiy iRe ner's me Contractor _ ....:. _ ILDING CONCRET LECTRIC MBING ECS ANIC Footing ❑ Rough Wiring Rough ❑ Air Roofing Slab ['I Temp Pole L7 Top OutHeating Insulation r] Lintel ❑ Final ❑ Sewer �1-1Fire Place Pre Fab READY FOR INSPECTION A. Mon. Tues. Wed. Thurs. Friday_ A.M. Inspection Made -PM. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date «,k CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX (904) 247-5805 oa* r. SUNCOM 852-5800 DATE Y- 3 `� JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. AD SS Please call me at.904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF No. 3 b 4 7 ATLANTIC BEACH When Validated, This FLORIDA Becomes an Official Receipt. . 2001 NAME ADDRESS 'ZLi�� G� CITY �P smn 74 53 Date: 8/21/9181 Receipt: 87842 0118883291888 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING I 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT _ IEi�fIT �?i[ MATlON 1rN Permit Number: 22222 Address: 612 PARADISE COURT Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est.Value: Parcel Number: Improv. Cost: Date Issued: 6/22/2001 Name: PAUL NICHOLS Total Fees: 53.50 Address: 612 PARADISE COURT Amount Paid: 53.50 ATLANTIC BEACH, FL 32233 Date Paid: 6/22/2001 Phone: (000)000-0000 Work Desc NEW PLUMBING CalTACT ..= ATON ` DON HARRIS PLUMBING MOP53.50 i T4Y^9' 'w^:'k• ' X ig �t NOTICE - INSPECTIONS a T BE REQUESTED AT LEAST 24HOURS FAIOR TO 10SPECTION BUILDING MATERIAL,` tUBBISH AW. DEBRIS FR€3M THIS WORK MU OT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UO-AND HAULED AWAY BY EIT CONTRA 7R OR OWNER � Y � �41 tKLRS1'IKC k9w' '"FAILURE TO COMPLY WfTTIi-14 CNS' UCTI� L�EI4�lifPftULT IN THE PROPERTY OWNER PAYING-TWICE-150Ft BUILClhl IIIP M S" ISSUED ACCORDING TO APPROVED PLANS IS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i f $53.5014 ATLAWrIC BEA BUILDING DEPT. — _ Date: 6/22/81 R Receipt: 8868841 88188983221898 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: 1n° BUILDING CONTRACTOR: PLUMBING CONTRACTOR DON HARRIS I•'LUMIRINGi rn AND ADDRESS: P. 0. PDX 14663 TELEPHONE NUMBER: (904) 772 .090'0 C F C - 0 19 19 4 STATE LICENSE NO: t 01 TYPE OF BUILDING: l .Q TYPE OF WORK: -� A�aILLAZI HOW MANY OF THE FOLLOWING FIXTURES INSTALLED ! SINKS SHOWERS � LAVATORY WATER HEATERS i BATH TUBS _.__..._� DISHWASHERS 'URINALS DISPOSALS CLOSETS �_�_ ,+WASHING MACHINE FLOOR DRAINS SHOWIER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ ------------------------------------------ INSTALLATION ------------- ----------I-------INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITIOHCOF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5825 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22087 Address: 612 PARADISE COURT Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 98,683.00 OWNER INFORMATION Date Issued: 6/05/2001 Name: PAUL NICHOLS Total Fees: 2,842.92 Address: 612 PARADISE COURT Amount Paid: 2,842.92 ATLANTIC BEACH, FL 32233 Date Paid: 6/05/2001 Phone: (000)000-0000 Work Desc: NEW SINGLE FAMILY HOME, CONTRACTORS APPLICATION FEES BESTCON, INC. PERMIT_ 684.00 :�i11lATR IMPACT FE 450.00 . 1MPAT FFzt 1,250.00 T METLR/TA�P �� 85.00 s 'RADON GAS-Ft,R S. 5.71 ' M�� CAB` 913 , 0.30 y CP,P'ITAL IMPROV � ': 325.00 fiJS CONNECTION 35.00 � T.SURCHARGE �� �. 7.12 HARGE/ATL.BCH. 0.79 TREE BARRICADES a,. UND,,. . B PLUMBING COVER UP _ GROUH E ' t 'tfti ROUGH MECHANICAL ATER tNlLATlN NAILING/SHEATHING ER / CUPANCY p vW NOTICE_.INSPECTI NS ST BE REQUESTED AT LEAST 24 HOURS PRIt TO INSPECTION BUILDING MATERIAL,-� UBBISH A ;DEBRIS FROM THIS WORK MUST NOT BE CED IN PLIC SPACE,AND MUST BE CLEARED URND HAULED AWAY BY EITHER CONTRACTOR OR O R e "FAILURE TO COMPLY; TM � U�� T STRUCTION LIEN AN RES1N THE PROPERTY OWNER PAYING EI l ISSUED ACCORDING TO APPRO LHF. A 'tTF T-H AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO S ATLANTIC BEACH BUILDING DEPT. Operator: E Date: 6J86/81bJ81 @i Receipt-$2W2793 CITY OF BIS-�� Office of Building Official REQUEST FOR INSPECTION Date �J 'O Permit No. Time ( �� gw1. Received �n � P. Job Acid �— rty Owner's _- Na Contractor ILDING CONCRETE ELECTRICAL PLUMBING ECHANICAL ng ❑ Footing I I Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel E Final ❑ Sewer ❑ Fire Place ❑ Pre Fab f h� fi�-` EADY FOR INSPECTION A.M. ' )T Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made ` � © P.M. Inspector Final Inspection ❑ c Certificate of Occupancy F- 76-3 "�] /U 3 Date CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address fA 1 2 ��2.¢�/',S'x- Date l - �2 " © 1 Heated Square Footage @ $ r7 0 Per sq ft = $ C 610- Garage/Shed 0Garage/Shed < 0 @ $ Z) per sq ft = $ Carpo t/` P o r c�h -�L —@ $ p e r s q f t = $ Deck @ $ ® per sq ft = $ 1 Patio G @ $ per sq ft = $ TOTAL VALUATION: $� %rSP 1� o $ 26 b Total Alaluation 1st $ ro_oo-o e-,( :2 G 9 3 1 9-C $ Remaining Value $ mo per thousand o portion thereof TOTAL BUILDING FEE $ S` + 1/2 Filing Fee $ ^2� ( ) Fireplaces @ $15 . 00 _ $ 45 BUILDING PERMIT FEE $ t- _ WATER IMPACT FEE $ 41 SEWER IMPACT FEE $ )2S- WATER ZSWATER METER/TAP $ CAPITAL IMPROVEMENT $ 2 SEWER TAP $ k.201) RADON (HRS) . 0050 $ 1r. / SECTION H PAVING ( ) $ HYDRAULIC SHARES $ ---0 CROSS CONNECTION $ 7 S VJ-,Ph SURCHARGE . 0050 $ �7_ 12/r , fi 7 OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH Fixture Unic Worksheet for Macer Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASURE24EN7 OF WA 7-R OEHAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE C77- WATER SYSTEM. THE WATER SUPPLY CH_kRGE IS UF_.U3Y FIXED AT 7, �EN-Y DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITMI WATER SYSTr14. �— BATHROOM GROUP CONSISTING OF SERVICE S7-NK TRAP STAND MATER CLOSET. LAVATORY & BATH (8) TUB OR SHOWER STALL (6) f '2- WATER cLcsE_ WA7E3 CLOSET. TONY OPERATED (4) VALVE OPERATED (8) 3ArH=Z/SHOVER (2) ` URINAL WALT. L:P (4) SHOWER CROUP PER HE.1D (3) FLOOR DnA::{ (;) SHCWEA STALL DOMESTIC (2) LAUNDRY LAVATORY (1) C0M_B:NA::0N S:NK Ali^ 77:_,Y l2) WASHI:IG ?ACHINE (3) 3 PCT, SCULLERY S:.11K (-? l�DLSHLIASHER (2) WAST. SINK EACH SE:' 07 FAUCETS (2) KITCHENSI:i1C (2) DENTAL LAVATORY (1) �LITCSE3f SZ2IX WI13 SIASTE DE.XTAL UNIT OR CUSPIDOR (1) GRINDFY (3) RIDE- (2) URINAL STALL, WASHOUT (�) FLIISxZ2iG AZsi SINY (8) C0?{-BINA7_ON SIVK AND TRAY WIT:^: FOOD DISPOS. (4) aliNAL, PEDESTAL, SYPHON JET DRINKING FOUN'_AZN (1/2) BLOWOUT (2) i LAVATORY, BARBER/BEAUTY ICE MAKER SHOP (2) SURGEONS SINK (3) LAVATORY, SURGEONS ('_) JACUZZI (2) _URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS - � 1 $20.00 EACH $ y�� JOB IAFOR.%.ATION / 2 PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: /Z A ja/,rE a. OWNER: f� ()[—�� C HOC...S [v)/ 1. Determine Occupancy Classification of the structure. Select occupancy classification 3 which most accurately fits the use of the Building. (Chapter B3) Jl,p' 2. Determine actual physical properties of building. a. Determine building area each floor. (Area definition Chapter 132) [ b. Determine grade elevation for building. (Grade definition Chapter 62) [ C. Determine building height in feet above grade. (Height definition Chapter 62) d. Determine building height in stories. (Story definition Chapter 62) [ — e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 132) f. Determine percent of exterior openings per floor. [� 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter 136) [�J a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [y�]� b. Check allowable height and area increases permitted. (Chapter 65) 4. Check detailed Occupancy requirements. (Chapter B4) [� 5. Check detailed Construction requirements [✓f a. Fire Protection of Structural Members(Chapter B6 &Table 8600) b. Fire Protection Requirements (Chapter B7 and Table 8700) C. Means of Egress Requirements(Chapter B10) [ ] d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) 6. Review design as related to standards. (Chapters B16-B26) 7. Check other requirements as necessary. [ J a. Construction projecting into public property(chapter B32) [ ] b. Elevators and conveying systems(Chapter B30) C. Sprinklers, standpipes and alarm systems(Chapter B9) d. Use of combustible materials on the interior(Chapter 68) e. Roofs and roof structures (Chapter B15) [� f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other 2 —0 f' CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: C Don C. Ford, Build ng Official don/sb.1 PROPERTY DESCRIPTION 4,ti *. # Block # '' , Section # t )division Dhaisf �Dk�J Street Name r� DES TION �Q►! O Or or Address: Darr .�,OL(rT f (If in a FLOOD HAZARD �1a"/ � /y Flood Zone: area complete page 3) 417, C Brief Descriptid Class of Work: (New Remodel/Addition: ZONING INFORMATION Type of Construction: c���ad hR-t�YyL_I1 Zoning /� Proposed } District: C Q Use: r( e � G�.1: Estimated Value $ Exceptions or Variances Materials: Granted: Solid or Filled Ground•• Roof: Method of Heating: OWNER INFORMATION SESTC ON, INC. 2440 South Beach Parkway Jacksonviil Ser,�,h, FL 32250 Property Owner: Phone: Mailing Address 904 Zip: CONTRACTOR INFORMATION Contractor: Phone: a &314 MailingAddress: law Zip: STATE LICENSE NO: U Date: N. ? 1 00 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 P RTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE 23. 61 Contractor Signature DATE . 2 3.6/ 2N TO AND SUBSCRIBED BEFORE ME BY AQ zo / COLO'& THIS 42%3)e6LDAY DD 19 9_61 NEICENOLf M N0Mrj"•8=0FA0ft NOTARY PUBLIC � �WCM CITY �O iF i HOU 5EMINOLE ROAD ATi.,a`i ill' BEACH. FLORIDA 'ELEMIGNE(944) F:%-X (9411 247-5805 BUILDING PERMIT APPLICATION REQUIRED SUBMITTALS Each application for building permit must be accompanied by two complete sets of plans, including a detailed site plan, indicating location of utilities, parking, size of yards, setbacks and other data as required by code and/or the building, zoning or community development departments of the City of Atlantic Beach; one set of Florida Energy Efficiency Code sheets (on new construction or additions of 500 sq.ft. or more); a recent survey of the land for new construction and additions; and a tree survey or letter cetifying no trees are on property. APPLICATION CHECKLIST _1. Building Application Form _ _2. Two complete sets of plans including detailed site plan - Four if commercial _3. Recent survey, including tree survey or letter certifying no trees are on property _4. Owner/Building Affidavit (required when owner acts as contractor) —5. Energy Sheets 6. Notice of Commencement TIME REQUIRED FOR PERMITTING, APPLICATIONS ARE CONSIDERED IN THE ORDER RECEIVED SCHEDULED INSPECTIONS Requests for inspection are taken from 8:00 a.m. until 4:30 p.m. Inspections are made the following working day; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number, job location and type of inspection needed. Inspections are scheduled as follows: 1. Footing 2. Under slab plumbing/sewer/electric 3. Slab 4. Cover up (framing, rough electrical, mechanical, plumbing call for cover-up on building, use building permit number and reference other applicable permit numbers (electrical, plumbing, mechanical and building, etc.) 5. Insulation 6. Final Inspection 7. Drainage Inspection 8. Finish Floor elevation survey/Certificate of Occupancy BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE Concrete cannot be poured and work cannot be covered up until building card is SIGNED by the inspector. You may be required to uncover any work that has not been inspected. It is the responsibility of the BUILDER/CONTRACTOR to post the building card. A fee of$15.00 is charged for all reinspections. NOTE: This application may be subject to covenants and restrictions for the permitted property. The enforcement of the covenants and restrictions are the responsibility of the homeowners association. Permits with Atlantic Beach Complete the following and have signed and notarized as needed: 1. Application for Building Permit 2. Tree removal application * Two copies of each of the following: 1. Plot plan/Tree Survey marked to show proposed tree removals 2. Plans and engineering (Eng. from Holmes) 3. Truss layout & engineering (Holmes) 4. Specs 5. Energy form- signed & filled in where appropriate (McGowan's) Items needed at pickup (one each): 1. Notice of Commencement If received after permit pick up, write permit 4 on it & fax to Pat. *Tree board meetings are held the Ist and 3rd Mondays of each month. All applications must be submitted on Monday the week prior to the meeting. Be sure the superintendent marks the trees to be removed the week before the meeting. Also, let Paul know when to be there. Contact Pat Harris or Diana 247-5826 Permitting time for Atlantic Beach is usually ten days, unless the scheduled tree meetings are missed for a particular week. CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 pt"C _fM tt)N --- A'I'tONt ►RWI�►TtUIU URT PARAIJI Permit Number: 22463 Address: ATLANTIC BEACH, FL3 2233 Permit Type: MECHANICAL Township: Range: Book: Class of Work: NEW Lot(s): Block: Section: Proposed Use: SINGLE FAMILY Subdivision: Square Feet: Parcel Number: - Est.Value: I#�llrORMA *: N Improv. Cost: Name: PAUL NICHOLS Date Issued: 8/07/2001 Address: 612 PARADISE COURT Total Fees: 52.00 ATLANTIC BEACH, FL 32233 Amount Paid: 52.00 Date Paid: 8/07/2001 Phone: 000 000-0000 Work Desc: NEW HVAC ---- -- LAN' T ERMIT '' � 52.00 �—MC(-30WANrg HEATING &Al COND t . k y a fZ T , 1 41, t, € 4; art ''u•",,X VqY ° �. � . 4 NOTICE=°IN �'E E REUESTI=D-�A�I LAST��fiOU I1 �0 t1F'�CTION I -- ': BUILDING MATERIA , RUBB y IS l I II�f Ti IS Writ "W, ST ED !N PUBLIC SPACE,AND SAY BY-EITHEF�CONTRACTOR OR O MUST BE CLEARED P AND - "FAILURE TO CO ' Y WITH COM TlC?ISf LIEN LA IVROU Iw `IN THE PROPERTY OWNER 1(INQF` Oi'B )-DING IMP N ISSUED ACCORDING TO APP� D PLPNS W 1� O1H ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE 5 -. _ ! f52.88 14 AT NTIC B CH BUILDING DEPT. Date: 8/87/81 81 Receipt: M78466 --- - 88188883221888 300 BUILDING AND ZONING INSPECTIOWDIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 _ APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. i LOCATION Street Address: OF Intersecting Streets: Between And BUILDING Subdivision t6 I+ II. IDENTIFICATION — To be completed by all applicants, In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attachpd plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.proctice listed therein. Name of MechanicalMcGowan ' s Heating & Air— Contractors Contractor (Print) Cond. Inc . Master CACO-18970 Name of m-48 Property Owner Signature ofOwner Signature of or Authorised Agent Architect or Engineer Ill. GENERAL INFORMATION A. Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DOIfE/O,pn / Electric THIS BUILDING OR SITE? 1` E Q Gas—❑ LP ❑ Natural ❑ Central Utility IF YES. GIVE NUMBER OF CONSTRUCTION Q �A ^^LSn/"/� Oil PERMIT �^ Q Other — Specify IV. MWHANK".AL EQUIPMENT TO 1E INSTALLED NATURE OF WORK e Provide complete list of components on back of this form) Residential or ❑ Commercial Heat ❑ Space ❑ Recessed � Control O Boor New Building Air Conditioning: Q Roomentrol ❑ Existing Building Q Duct System: Materia pip Thick- �� ❑ Replacement of existing system Maximum capacity c.f.m. 66 New installation(No system previously Installed) Q Refrigeration ❑ Extension or add-on to existing system , Q Cooling tower: Capacity q,p.m. El Other — Specify Q Fire sprinklers: Number of heads Q Elevator O Monlift ❑ Escalator (number) THIS SPACE FOR OFFfCi UiE ONLY Q Gasoline Pum;• (number) O Q, Teaks (number) Remarks 0 LPG contains (number) (] Unfired pressure vess , OSollars Permi) Approved by pas+ h other — Specify Permit Fee LJOT ALL EQUIPMENT AM CONDITIONING AND REFRIGERATION EQUIPMENT Capes. y All Nwnber Units Description Model Number Manutacbmr Mves) CITY OF ATLANTIC BEACH i DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT Permit Number. 22428Address: 612 PARADISE COURT Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lots): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number. Improv. Cost: Q IIFORIIATI{ — f Date Issued: 8/01/2001 Name: PAUL NIGHOLS Total Fees: 45.00 Address: 612 PARADISE COURT Amount Paid: 45.00 ATLANTIC BEACH, FL 32233 Date Paid: 8/01/2001 Phone: (000)000-0000 Work Desc: 150AMP/1 PH/3W/240V NEW SERVICE _ LzAPmiff FL"ES DYNAMIC ELECTRIC COMPANY ER T 45.00 s � � b a , a4 Si me s x vA . k. NOTICE- INSPE"CTI '^BE REQ E$TED AT LEAST,24 H0 URS1 70 INSPECTION` 71 BUILDING MATERIA RUBBIS. w` S F ROM TMIS'WOf frAUSTf bf 8f�P CED IN Pt, LIC SPACE,AND MUST BE CLEARED AND HK AY BY-EITHER CONTRACTOR OR O "FAILURE TOCOMP( iIWTH 'I'rx O# UC' ON-LIEN AN RES '" IN THE PROPERTY OWNER PING UILDING, TS" ISSUED ACCORDING TO APPR Q P S CHRf �.FH R AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE P �'��,�F MYLE AT NTIC 18 CH BUILDING DEPT. /91/9191 Receipts 8677373 I CITY OF ATLANTIC BEACH, FLORIDA App"modby APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: r! '� r IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELEdTRICAL �,FjIIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME �-/�_EZ�� ?6tFt�" ADDRESS: 416/0'L 1JA149Cee RFD BOX NLDG.SIZE � � BE'TWEEN: RES.V4- APT.( 1 COMM.( 1 PUBLIC( 1 INDUS.1 1 NEW W1' OLD( 1 REW.( 1 ADDITION( 1 TRAILER ( ) TEMP.( I SIGNS ( ) SO.FT. SERVICE: NEW(LIQ INCREASE( 1 REPAIR ( 1 FEE WNbUCTOa SIZE .;�L/o AMPS r40 COPPER ( I ALUM.( �T _— MtCH OR BREAKER S AMPS PH 3w --'YQVOLT RACEWAY_ EigST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL 6 RECEPTACLES CONCEALED OPEN _ TOTAL 0.90 AMPS, 1_J 1.100 AMPS__ SWITCHES INCANDESCENT FLUORESCENT E1 M.V. FIXED 0.100 AM P9. OVER APPLIANCES BELL TRANSF_� AIR H.P.RATING H.P.RATING CONNTIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-) OVER MOTORS H.P. VOLTAGE PHSNO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED e 1. FEES CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 I ELECTRICAL PERMIT _ PERMIT INF ►RMA T - :!.( t"�'lI1i 3NR1A"t1C?N -- — Address: 509 PARADISE COURT Permit Number: 22429 ATLANTIC BEACH, FL 32233 Permit Type: ELECTRICAL Township: Range: Book: Class of Work: NEW Proposed Use: SINGLE FAMILY dBlock: Section: Subdivision: Square Feet: Suvision: Est. Value: Parcel Number: Improv. Cost: ptt IIFC3RMATIC3N �I Date Issued: 8/01/2001 Name: BESTCON Total Fees: 45.00 Address: 609 PARADISE COURT Amount Paid: 45.00 ATLANTIC BEACH, FL 32233 ! Date Paid: 8/01/2001Phone: (000)000-0000 1 PW/24 Work Desc: NEW SERVICE 150AMP/ H/30V ;ApLTEE TftAC:���° " -- ----- CO1 ' 45.00 DYNAMIC ELECTRIC COMPANY PEER T . ^" k zZ,k '."gym•�°" iy�..` ". y «", s g s ear• to Y ' i R FS NOTICE- IISPECTI ' BE-REQETEt1 AT LEAST_24 HOtfRSR TO INSPECTION _ .. BUILDING MATERIA ,.RUBBIS _ IS�f�TH 1l1tOE I�lUSTNOI`BE t' CED IN PLIG SPACE,AND MUST BE CLEARED AND... AtNAY BYEITHER CONTRACTOR OR O R —_. "FAILURE TO COMP,WITH T GOMIS C 101, �Iz1EN LA AN RESU IN THE PROPERTY OWNER PtIG UILDING 1 T ISSUED ACCORDING TO APPR PLA,1S W R "I' FHI R SND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PS F '41 { _m .' tt_ = .�a f $45.91114 NTIC 0 CH BUILDING DEPT. — _ Aat6 6111111 9t Receipt: 917737_ 22 �—— 91111993221999 CITY OF ATLANTIC BEACH, FLORIDA ` Approwdby APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:_fG!___ M •��! IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. )i C. GGc" 0 {OCt 1S•:-1 . L CTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEY AN NAME �� ADDRESS: �'� D"L�aCL * RFD BOX (ALDO.SIZE 4 # is O BETWEEN: RES.( APT.1 1 comm.( 1 PUBLIC 1 ) INDUS.( 1 NEW 01 OLD( 1 REW.( 1 ADDITION 1 ) TRAILER 1 1 TEMP.( 1 SIGNS 1 1 SQ.FT. SERVICE: NEW 4- INCREASE( I REPAIR ( 1 � FEE WNbUCTOIi SIZE AMPS I� COPPER ( ALUM.(�1/ SWITCH OR 13REAKER A50 AMPS 1 PH 3W - ✓VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 3I.100 AMPS. BWITC14ES INCANDESCENT FLUORESCENT&M.V. IlIXED 0.100 AMPS. OVER -- --'-'-- APPLIANCES BELL TRANSF_� AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT ,/_4_ . 6-1 OVIER� MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE FHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I NO. KVA NO.NEON TRANSF. EACH SIGN NO. VA. MA. MOTOR SIZE SWITCH FLASHER _ — FORWARDED 4 CITY OF 4&409& Qe4CA-1411 Office of Building Official REQUEST FOR INSPECTION � Z Date 2 -,2-2 -01 n/ ,'" 2 O / Permit No. 2 Time ''O� A.M. Received 2 �/"rf r s ��• Job Address Locality Owner's Name % actor 9-e56 8 h Na BUILDING CONCRETE LECTRICAL PLUMBING MECHANICAL Framing 1:1 Footing ❑ o g ❑ Rough ❑ Air Cond. & 1iRe Roofing El Slab El Temp Pole i�Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. riday A.M. Inspection Made P.M. Inspector c Final Inspection El Certificate of Occupancy ❑ Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax:247-5877 ELECTRICAL PERMIT Permit Number: 21475 Address: 612 PARADISE COURT TP01 Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(O Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number. Improv. Cost: GIYVN INFORIVIATION Date Issued: 2/15/2001 Name: BESTCON INC. Total Fees: 25.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 2/15/2001 Phone: (904)246-3747 Work Desc: CS#6 50AMPS 1PH 3W 240V COPPER- UNDERGROUND TEMPORARY POLE C DYNAMIC ELECTRIC COMPANY PERMIT 25.00 FINAL ELECTRIC NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $25.68 14 ATLANTIC BEACH BUILDING DEPT. Dat e: 2115!81 81 Receipt: 0034368 CHEK180083221888 CITY OF ATLANTIC BEACH, FLORIDAL � A„prcwaby APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: a /s^jp�e — (MPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. EL CTRICAL FI//JRM: MASTER ELECTRICIAAN SI��GN��ATURE WAME ,!'le-d3"Tri —ADDRESS:E/Za Y�1�OQ RFD BOX BLDG.SIZE BETWEEN: RES.UxXAPT.l 1 COMM.1 1 PUBLIC( ) INDUS.1 1 NEW 1 1 OLD( 1 REW.1 I ADDITION 1 1 TRAILER( 1 TEMP.(h1 SIGNS ( 1: - ---.SO.FT. SERVICE: NEW I I INCREASE( ) REPAIR( 1 FEE WNbUOTOR SIZE AMPS S� COPPER 1 ALUM.t_.) SWItCH OR 13REAKER AMPS PH W {_VOLT _ RACEWAY_ EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.20 AMPS. Jf.100 AMp9. SWITCHES INCANDESCENT FLUORESCENT&M.V. _ • FIXED 0-100 AMPS. OVER APPLIANCE' _ BELL TRANSF, AIR H.P.RATING H.P.RATING CONbITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORSH.P. VOLTAGE PNS NO. I H.P. VOLTAGE PHS MISCELLANEOUS r TgANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. N0. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN '- FORWARDED ., �.. FEES-- FLOODPLAIN DEVELOPMENT INFORMATION Y Location:: AI i Type of Development: Flood Zone: K Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply withall applicab rovisions of Ordinance No. 25-7-11 and all other laws s or ordinances affecting the propose evel Date U v (_Applicant's Signature (�(/ Department Use: Required Lowest Floor Elevation As Butt Lowest Floor Elevation Survey Filed with Building Department Building Department Representative CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must submitted with seven Q copies and received by 5 PM on Friday ten(10) days prior to the scheduled meeting in order to be placed on the agenda. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I. �n c- APPLICANT NAME ADDRESS TELEPHONE 2. a -{&C61 &�f - I `l F L ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: ( -tL r� . d 4. HAS THIS SITE BEEN TO THE E BOARD BEFORE? ❑YES ❑ NO 9 NOT SURE 5. PROPERTY ZONING: SIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER * EXTERIOR ZONE** *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. 20' 9' 6' —�• D20 = v < Mr- m O-vrC NZm X mrOo -A alMm � H�nCI7 Z •• r �� 0 :D 3-0 0 .- X--A--1 ..X-i-, o z r $ m o--q --f m 4t O v F• •• F- F '►�_ n w p 018 �_ co CO t--�- n n Cf) C_CO -I1 -4cn O CU P-4 U) -,am Z = :1D u) :1D 3D n 00 3 -G Ul M m cn n 1 1 • O < M � I w w fill, I I Z � -0 -0 r Z rr m0 -< -< (n m l N �X -i --� co _ ;aX z w C C 00 a) co cn m I 0 C- 1 Oc I l = :1D MX X ai 26 � °0 I J27 M Al J28 m G)C TI C cn O J29 cn N r N O r i!2-s 00 O N C- C- C- `. y✓�S Cn M N M w 16. 9.8. s. 4. 35' Un P . O . Box 12267 L u r� rb e ( I M i ted Jacksonville , FL 32209 (90 4) 356 - 5 4 40 ATTENTION: Contractors Crews & Frames Oo not out or olter truseo. Hny questions or disorepanol o should be directed 4o D�� O Lumbar Unlimited ct 356-5440 prior to ereotion modiFtoction of ony trusses Lumbar Unlimited is not liable For ony back ohorgo• unless o proved by one of —�`"\• our re Been toil we before ihs cork orectinp the charge ie performed. SUPPORT REPORT JOB DESCRIPTION: 7441 WIND CODE: CURRENT SBCCI WIND MPH: 100 BLDG TYPE: CLOSED TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft. YLOC-ft. MAX. +* MAX.-* UPLFT.-* Al 25.667 3.500 WALL 0.000 8.094 507 -260 Al 25.667 3.500 WALL 15.708 8.094 1379 -510 Al 25.667 3.000 AHU26 25.417 8.094 185 -190 ------------------------------------------------------------------------------- A2 25.667 308.000 WALL 0.000 8.094 1984 -660 ------------------------------------------------------------------------------- A3 16.000 3.500 WALL 0.000 8.094 694 -300 A3 16.000 3.500 WALL 15.708 8.094 575 -270 ------------------------------------------------------------------------------- A4 16.000 3.500 WALL 0.000 8.094 603 -180 A4 16.000 3.500 WALL 15.708 8.094 581 -360 ------------------------------------------------------------------------------- B5 2-ply 23 .292 3.500 WALL 0.000 8.094 4732 -2580 85 2-ply 23.292 3.500 WALL 23.000 8.094 3306 -1800 ------------------------------------------------------------------------------- B6 23.292 3.500 WALL 0.006 8.094 862 -180 B6 23.292 3.433 WALL 23.006 8.094 862 -180 ------------------------------------------------------------------------------- B7 23.292 3.500 WALL 0.006 8.094 867 -320 B7 23.292 3.433 WALL 23.006 8.094 856 -280 ------------------------------------------------------------------------------- B8 23.292 279.500 WALL 0.000 8.094 1717 -580 ------------------------------------------------------------------------------- C9 12.042 3.000 AHU26 0.000 8.094 446 -210 C9 12.042 3.500 WALL 11.750 8.094 446 -200 ------------------------------------------------------------------------------- C10 21.042 3.000 Special 0.000 8.094 779 -370 C10 21.042 3.500 WALL 20.750 8.094 779 -220 ------------------------------------------------------------------------------- C11 21.292 3.000 Special 0.250 8.094 779 -360 C11 21.292 3.500 WALL 21.000 8.094 779 -230 ------------------------------------------------------------------------------- C12 21.292 3.000 Special 0.250 8.094 779 -350 C12 21.292 3.500 WALL 21.000 8.094 779 -250 ------------------------------------------------------------------------------- C13 21.292 3.000 Special 0.250 8.094 779 -340 C13 21.292 3.500 WALL 21.000 8.094 779 -270 ------------------------------------------------------------------------------- C14 21 .292 3.000 Special 0.250 8.094 779 -330 C14 21.292 3. 500 WALL 21.000 8.094 779 -290 ------------------------------------------------------------------------------- C15 21.292 3.000 Special 0.250 8.094 777 -280 C15 21.292 3.500 WALL 21.000 8.094 780 -270 ------------------------------------------------------------------------------- C16 21.292 255.500 WALL 0.000 8.094 1564 -410 ------------------------------------------------------------------------------- D18 20.000 3. 500 WALL 0.000 8.094 1241 -490 D18 20. 000 3.500 WALL 19.708 8.094 1241 -490 ------------------------------------------------------------------------------- D20 20.000 240.000 WALL 0.000 8. 094 1650 -580 ------------------------------------------------------------------------------- E21 20. 667 3. 500 WALL 0.000 8.094 165 -180 E21 20. 667 3. 500 WALL 6.000 8.094 993 -530 E21 20 .667 3.000 AHU26 20. 417 8.094 457 -230 ------------------------------------------------------------------------------- E22 20.667 248.000 WALL 0.000 8.094 1614 -730 ------------------------------------------------------------------------------- G23 7.792 3.500 WALL 0.000 6.094 877 -440 G23 7.792 3.500 WALL 7.500 8.094 811 -410 ------------------------------------------------------------------------------- EJ24 7.792 3.500 WALL 0.000 8.094 300 -180 EJ24 7. 792 3.500 WALL 7. 500 8.094 277 -200 ------------------------------------------------------------------------------- HJ25 11.019 4.950 WALL 0.000 8.094 442 -460 HJ25 11.019 4 .950 WALL 10.607 8.094 721 -720 ------------------------------------------------------------------------------- CJ26 1R 7.037 3.500 WALL 0.000 8.094 370 -180 CJ26 1R 7.037 1.500 NAILED 7.037 8.094 73 -180 CJ26 1R 7.037 1.500 NAILED 7.037 12.219 162 -180 ------------------------------------------------------------------------------- CJ27 1R 5.037 3.500 WALL 0.000 8.094 302 -180 CJ27 1R 5.037 1.500 NAILED 5.037 8.094 48 -180 CJ27 1R 5.037 1.500 NAILED 5.037 11.053 108 -180 ------------------------------------------------------------------------------- CJ28 1R 3.037 3.500 WALL 0.000 8.094 243 -180 CJ28 1R 3.037 1.500 NAILED 3.037 8.094 23 -180 CJ28 1R 3.037 1.500 NAILED 3.037 9.886 70 -180 ------------------------------------------------------------------------------- CJ29 1R 1.037 3.500 WALL 0.000 8.094 261 -240 CJ29 1R 1.037 1.500 NAILED 1.037 8.094 18 -180 CJ29 1R 1.037 1.500 NAILED 1.037 8.719 146 -180 ------------------------------------------------------------------------------- THIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED OR BROKEN WEBS, + THIS DESIGN 1S VALID ONLY FOR SINGLE PLY TRUSSES WITH 2X4 13, STUD, OR STANDARD CRACKED OR BROKEN WEBS. NO MORE THAN 1 CRACK OR BREAK PEI? WED AND 2 CRACKED OR BROKEN WEBS PER TRUSS ARE ALLOWED. CLACKED OR BROKEN WED CONTACT THE TRUSS MANUFACTURER FOR ANY REPAIRS THAT DO NOT COMPLY WITH THIS DETAIL, i REPAIR DETAIL (B) - DAMAGED AREA. 0" MIN TO 12% MAX LENGTH OF CRACK OR BREAK IN WEB. (S) = (2) 2X4 SCABS. SAUCE GRADE. SPECIES AS WEB MEMBER. MINIMUM LENGTH OF SCAB MUST BE THE GREATER OF: 1. 88" + LENGTH OF DAMAGED AREA (B_) MINIMUM OF 34" ON BOTH SIDES OF THE DAMAGED AA. 2, 809 OF THE ORIGINAL WEB LENGTH.- ATTACH ONE SCA$ TO EACH FACE OF THE WEB WITH A DOUBLE ROW OF 10d COMMON NAILS SPACED 4 OC STAGGERED. REFER TO NAIL SPACING DETAIL FOR ADDITIONAL NAIL SPACING 34" )AIN INFORMATION. NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS AND B SPECIFICATIONS. 10d COMMON (0.148' x a") NAILS: 34" UIN DOUBLE ROW. STAGGERED 3 4" OC + - BACK FACE "�"{TYPI�C.AL~ p . FRONT FACE 1" STAGGER +-I o + o + o + o + 2X4 13. STUD. OR STANDARD 1" WEB ONLY. ANY SPECIES NAIL SPACING DETAIL THIS 13RAWING REPLACES DRAWINGS HC25094073 81 958,849 TRUSS REPAIR J��( REF WED REPAIR DANAWS 1RUSfti NAY It CAMULLY EVALUATID 11)KIIRMINC INC MINT OF DANA41 Y�` �L{:T'/,� DAIE 06125199 11[ VAM TCpS1Russts 1Ny OF RCRAIUID.lNURkilt4t�Kf iEN NANAG[UANDCXCI=sStRM Ag�'y�2 DRUG REPWEDSCOOD9 F If isc IAA' TR It rRw 1EN�jN�oR s►+P c WILDING IN aCANtLr DErEC NS �IIERtTnRE, x�Y �j��fj� � 1JIJf KAR Ti IS VItAL TNAI tiK ipUii fA1WICA10R AND 1UILOING C[DitpACtOR CONSIDER 11C ! Wy.""� -CNG CAUSE Er 1110 1ANA6C IN IMP DCCISION VIKI►KR 10 REPAIR OR REANILD. Y • U0lt IPA1R VdNt SNOVN Eft TNI% DRAVING AmIti OIN.Y tO host SICIIDNI EK 1110 IRUSS Avicw° i PORICD 11 INC TRUSS NANUT'ACIURER 10 HAW KIN DANAUR A OUALI/IED 111108 PARIT A INEPECtOR WALL C11CC1( /RIRSti t0 OETERHDL 1141 CXICNI OP ANY rURrIKR DANA6C.if ANY. ANO VCRlIY THAI RCPAIRS HAVE NIH KIWORNEO AS INDICAICO C14 114IS DRAVINB _ SPACING 24.U" Back To Repair Index CONVENTIONALLY FRAMED VALLEY DETAIL (A) 2X6 OR LARGER SP #2 OR SPF #1/p2 VALLEY RAFTER PARTIAL FRAMING PLAN (B) 2X4 SP OR SPF N3 CRIPPLE (MAX HEIGHT 6'-3") (C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") COMMON (D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER TRUSSES AT 24" OC NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEY SUPPORTING TRUSS BRACING DETAILS. RAFTERS (B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE (B). (C) MAX HEIGHT WITH 2X4 "T" BRACE IS II'-2_- RAFTER FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0.113" x 2.5") NAiLS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.6") NAiLS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. COMMON TRUSSES AT 24" OC (3) 16d BOX NAILS. (3) 16d BOX (2) led BOX NAILS, TOE-NAILED THRU TTOE-NAILED �2) 16d BOX NAILS, NAILS, TOE-NAILED CRIPPLE INTO RiDGE BOARD OE-NAILED (3) 16d BOX NAILS (D) (A) (D) (3) 18d BOX NAiLS RATED (A) (C) (e SHEATHING (C) 4'0" TY (B) (3) 16d BOX GIRDER NAILS, TOE-NAILED 2) 16d BOX NAILS, TOE-NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS /(3) 16d BOX NAiLS. TOE-NAILED THRU CRIPPLE INTO RATED SHEATHING THIS DRAWING REPLACES DRAWING V105-CONV —VARNING�" A CATI HANDLING, HIPP IN All AND DNACIND. to 10 H11�f1 (HANDL NG 1Ns AILING AND DRACINGI.puw.ISHCD Dr IPI (TRUSS !C LL 30 30 40 PSF REF CONY. VALLEY �PLL �'�t 1 t UU11�[� O1� SER R IT- 19 INS►CRIOIIi1NG i►CSE f1UtQiCljjINS 1iUCN{=_ESf O/MERVISCI•INDfCA[D 1 GIORpRSHALLCHAV[ �•'fI�i '1' 11 t ^t'. P 4, y .IC DL 20 15 7 PSF DATE 06 2� 99 ROPERLY A IACH[D SiRUC URAL PANELS AHD LOTION C110RD SHALL HAVE A PROPERLY AIIAC"ED RIGIE U CEILING —1NPORIANT.- FURNISH A COPY Or THIS DESIGN 10 111E INSTALLATION COtIRAC1pR• N•2 ''IC DL 10 10 30 PSF UR WG VALCONVFOGJ9 ALPINE [NGIKERED PR0UC 11IS. INC. SHALL NOT BE RESPONSIBLE GOR ANY DCVIAIION FROM /1115 tKSIGN; ANY FAILURE t0 BUILD INE TRUSSES IN CMURHANCE VIM 1Ph OR rABRiCA/yNG, Igo •• tIANDLIMG. SHIPPING.INSTALLING AND BRACING Or TRUSSES. DESIGN EDMOR14S ViI" APPLICABLE Vl•J 3C LL 0 0 0 PSF -ENG NILHAAR PROVISIONS OF NDS (NATIOUL DESIGN SPEC1riCATHIN PUBLISHED BY 111E AMERICAN FOREST AND STATE Of PAPER ASSOCIATION)AND 1P1.ALPINE CQ(IELIORS ARE NADC Q ZDGA AStN A653 G040 GAL V. STEEL ' TOT.LD. fi0 55 57 PSF C XCEPI AS NOTED. APPLY CONNECIERS 10 Exit FACE OF TRUSS AND.UNLESS 01"ERWISE LOCATED ON ••••:� 11115 DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-2. 1"C SEAL ON THIS DRAWING 1NDICAIES � •� ACCEPTANCE OF PREiESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR hE TRUSS CO1POENl �T1tpE� DUR.FAC.1.25/1.33 1.15 1.15 DESIGN SHOWN. ME SUtIADILi1Y AND USE Or MIS CDWONENI FOR ANY PARTICULAR BUILDING i. I" THE IIUII DING ILSIULR.Pig Altillpt -1295 'Eclitim 2, SPACING SEE ABOVE Back to mainscreen r #2 HIP OR COMMON TRUSS S T E P D O W N CORNER SET TOP CHORD 2X4S0. PINE 2 N. SEE TABLE BELOW FOR HIPJACK GRADE 2, TYP' 1#1 HIP TRUSS BOT CHORD 2X4 S0. PINE 2 N WEBS 2X4 SO. PINE 3 7' J5 HIPJACK TOP CHORD LUMBER GRADE MAX NORMAL MAX HIPJACK SOFFIT WEIGHT 5' J3 OVERHANG OVERHANG CORNER SET LENGTH'** LENGTH*** 2 PSF 10 PSF SETBACK 1-06-00 2-01-07 2 N 2 N 7' 0" 0 3 J 1-09-00 2-05-I1 #2 #2 DENSE OR #1 N 1' 2-00-00 1 2-09-15 #1 #2 DENSE 1 J3 J5 J7 J7 J7 J7 *** PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. J UPLIFT: 350# 200# BRG LOC: + ++ UPLIFT BASED ON 10.0 PSF TOTAL DEAD .LOAD. WIND SPEED=110 (100) MPH. MEAN HGT=17.5 (30.0) FT. ENCLOSED. (SBC) *** 1' 3' 5' 7' ' 2 TYP. PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT: 5BO# 430# +++ OPTIONAL VERTICAL WEB. USE W1,5X4 AT BRG LOC: + ++ BOTTOM OF VERTICAL. USE W3X4 AT TOP UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND OF VERTICAL AND DIAGONAL WEB. SPEED=120 MPH. MEAN HGT=22.6 FT. ENCLOSED. (SBC) * (2) 16d TOENAILS J1 J3 HJ tt (3) 16d TOENAILS J5 •* t• J7 ** 3TO O� t TO 712X1 8,00 s 4.24 ALTERNATE LOADING W2x4 WzxS ' W3X4 TCLL 20 PSF -cortt811RIPSON TCDL 20 MAX PSF ++ + t t t i +++ 3/4' 7HZA28 BCDL 10 PSF "0".LD. 50 MAX PSF 1' 3' 5' 7' **• 9-10-13 OVER 2 SUPPORTS JDUR.FAC. 1.25 _j R-483/, W-3.50" R-852/, W-3.50- END AND CORNER JACKS HIPJACK THIS DRAWING REPLACES DRAWING HC11795029 ■VVARNING.• TRUSSES REWIRE EXTREME CARE iN FABRICATING,HANDLING, SHIPPING. INSTALLING 7' STBK CS AND BRACING. REFER TO H12-91 (HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI (TRUSS PIER AF ITC LL 30 MAX PSF REF PLATE INSTITUTE, 303 D'ONOFRIO DR. SUITE 000, MADISON, V1. 33719) FOR SAFETY PRACTICES PRIOR 70 PERFORMING ANDEBOIIUH Cep SEAL PAVEIAPPROPPEERLYHA17ACHED RIGID OP q ,TC DL 15 MAX PSF DATE 06Z25/99 CEILING. "IMPORTANT-FURNISH A COPY OF THIS DESIGN 10 THE INSTALLATION CONTRACTOR. �' BC DL 1O PSF DRWG CS7SBK3A0699 ALPINE ENGINEERED PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS •' ��• DES)GNj ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP))OR FABRICAIING, HANDLING. SHIPPING. INSTALLING AND BRACING EF TRUSSES. DESIGN CONFORMS VIIH APPLICABLE AY BC LL O PSF -ENG SJP KAR PROVISIONS Or NDS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FORESTAND STATED PAPER ASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE 13F00GA ASTM A653 GR40 GALL. STEEL TOT.LD. 55 MAX PSF EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE EF TRUSS AND,UNLESS 07HERVISE LOCATED (IN '��';-ORK;��j THIS DESIGN. POSIIlON CONNECTORS PER DRAWINGS 160 A-Z.THE SEAL ON THIS DRAVING INDICATES Eng`' DUR.FAC. 1.33 ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SORELY FOR THE TRUSS COMPONENT DESIGNSHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING SEE ABOVE (7441-BESTCON - Al ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO SHIM ALL SUPPORTS TO SOLID BEARING. MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. W4X4 W 2.5 X 4 W2.5X4 7 17— 7 W1.5X3 7-10-2 W4X5(R) III J4 4 `— W3X7 h-8-1-2 W2X4(A1) W4X6= W2X4(A1) I1 6 o�E 15-10-4 J 8-0-0 I 4-10-0 �{F 3-0-4 JE 4-7-3 I 5-2-9 ,J 12-10-0 2-10-8 T 9-11-8Qz I 12-10-0 I 12-10-0 8-0-0 7-8-8 T 9-11-8 LE 25-8-0 Over 3 Supports j R=507 U=260 W=3.5" R=1379 U=510 W=3.5" R=98 U=190 H=Alpine AHU26 w/ (8)10dxl-1/2_NAILS in Truss w/ (16)10dxl-1/2_NAILS in Girder Girder is (1)2X6 min. So.Pine PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob2 FL 4 E - Scale =.25" Ft. **WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R235--24271 BRACING. NET ER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED B'Y TPI (1 RUSS PLATE INSTITUTE, 583 D'ONO FR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ////yy���� 1l PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� T C V L 7 D P S F DATE 05/09/01 STRUCTURAL PANELS, BOTTOM CHORp SHALL HAVE A PROPERLY ATT AC NEp RIGID CEILING. ���F� • F fff **IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED _ �'�Ip : BC DL 10. P S F D R W HCD$R235 01129282 PRODUCTS, INC. SHALL NUT BE RESPONSIBLE FOR ANY DEVIAT ION FROM THIS DESIGN; ANY FAILURE TO ..�1y704 .� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 44``ii BC L L 0.0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN = SPECIE IC AT ION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �'� Q��. �iy T 0 T.L D. 37.0 P S F S E O N - 35811 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, E%CEP' AS NOTED. APPLY CONNECTORS TO • 1``/ EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIfi N. PUSITION CONNECTORS PER S ,/� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE"IN6 R,V� D D R,FAC, 1.25 F R O M J D M RESPONSIBILITY SOLELY FOR THE TRUSS f.OMPO NENT DESIGN SHOWN. THE SUIiAB ILITY AND USE OF TH LS /11IPII1HainisEngineered FPf•Oducts3844,Ine. COMPONENT FOR ANY PARTICULAR BOf LDING IS THE RESPONSIBILITY OF IHE 8OIL DING DESIGNER, PER ' IM1.� SPACING 24.0" HamesClty,F1. 33844 ANSI/TPI 1-1995 SECTION 2. (7441-BESTCON - A2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 SEE DWGS S10015EN0699 & GBLLETIND699 FOR MORE REQUIREMENTS. LEFT END VERTICAL NOT EXPOSED TO WIND. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W04 W 2.5 X 4 W2.5X4 W2.5X4 7 F— —1 7 7-6-1 W3X3 W3X3= W2X4(D1) 0-0-4 8-1-2 W2.5X4 ; 3 4- W3X3= W4X6 LLL-01i J 4 W4X5(R) III 4 I' 8-0-0 7-10-4 3-5-3 _1, 6-4-9 (' 11-2-0 Ti-IO-IoT 2-7-14 T 9-11-8 L 12-10-0 _i_ 12-10-0 f 8-0-0 T 7-8-8 T 9-11-8 IE 25-8-0 Over Continuous Support J R=77 PLF W=25-8-0 Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 7.9.Ob2 FL/-/4/-/E/-/- Scale =.25" Ft. —WAR N ING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAL-LING AND TC LL 20.0 P S F R E F R235- -24272 BRACIG. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB3 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO % T C D L 7.O P S F DATE 0 5/0 9/0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��pp'(�F�(�14• "IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED . �fJ'" 11YY�'�• BC OL 10,0 PSF DRIP! HCUSR235 01129291 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO M 4` �T BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND N B C L L O.0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OV IS, IONS OF NOS (NATIONAL DESIGN l SPECIFI CATION PUBL ISHEU BY THE AMERICAN FORE S7 AND PAPER ASSOCIATION) ANU TPI. ALPINE 7C CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO / "jam T 0 T.LD . 3 7.0 P S F S E Q N - 35814 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANf_E CF PROFESSIONAL ENGINEERING ••.��R, �� O U R.FAC. 1.25 F ROM J D M Alpine Engineered Products_,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS CDMP0NENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS `(��►`' Hau1CS Cit',FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A`` SPACING 24.0" ANSI/TPI 1 1995 SECTION 2. (7441-BESTCON - A3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND. W4X4= —1 7 W 2.5 X 4 W3X4 7 r 7-10-2 6-0-0 W4X5(R) III zz L 4 4 L-- 3X 7 3X7 8-1-2 W2X4(A1) W1.5X4 III 1_1-6-0 I, 2-8-12(_ 8-0-0 _I` 4-10-0 E -5 4 I I_1 12-10-0 2-8-12 0�4 (, 12-10-0 _I_ 3-2-0 �J f 8-0-0 T 8-0-0 1 16-0-0 Over 2 Supports J R=694 U=300 W=3.5" R=575 U=270 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.0b2 FL/-/4/-/E/-/- Scale =.25" Ft. -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 2 3 5- -24273 BRACING. REFER TO BID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED H TPI (TRUSS PLATE INSTITUTE, 583 D'ON OFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR T OR TO M. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOFCATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ........ - TC D L 7.0 P S F DATE 05/09/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "*IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED :( �� � B C D L 10,0 P S F D R W HCUSR235 01129300 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAIIING AND �R1 n 1LU1W B C L L 0.0 P S F HC-ENG D R A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T !+,4 TOT.L D. 37.0 P S F S E 0 N - 35816 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 PROFTHE SUITAB itESSIONAL ENGINEERING �''y0�1 D I-IR.F A C. 1.25 F R 0 M J D M Alpine Engineered City, 33844 Inc. RCE,CN EN TILIT FOR SOL FARTICRL ARE BURILDINGO IS'THEENT RDEPUNNIBHOWNy OF THE B OIL DIN GI DES IGNER, PER THE S t Hames City,FL 33844 ANSI/TPI 1-1995 SECTION 2. �'` SPACING 24.0" (7441-BESTCON - A4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC OL = 5.0 PSF. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & RIGHT END VERTICAL NOT EXPOSED TO WIND. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (B) (1)SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH WITH 10d NAILS @ 6" OC. ATTACH SCAB TO ONE FACE. W4X16 % W1.5X3 III W1.5X3 III 7 F— (B) (A) 8-11-14 8-11-14 W5X8= � 4 4L' 8-1-2 W2X4 Al) W4X5(R) /// 9045 4 8-0-0 6 7-6- IE 6 1 1 8-0-0 7-6-12 71-fl--121-2 8 �E 14-9-8 C 8-0-0 T 8-0-0 16-0-0 Over 2 Supports J R=603 U=180 W=3.5" R=581 U=365 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD 19.Ob2 FL 4 E - Scale =.25" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R235--24274 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. INSTITUTE, 583 O'UNUFft 10 Dft., SUITE 2D0, MADI SDN, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED - . TC DL 7.0 P S F DATE 0 5/0 9/0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. . F�C„q•/� _IMPORTANT"' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ` �7.� r�L BC DL 10.0 PSF DRW HCUSR235 01129292 PRODUCTS, INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO M •YlC'/O4 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND YlC'� B C L L O.O P S F HC-ENG /D R ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ SPEC IF I C.AT ION PUBLISHED Bf THE .AMERICAN FOREST AND PAPER ASSOCIATION) .AND TNI. ALPINE CONNEAC HECTORS ARE MADE OF 2CGA NL,ASTM A653 GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO A1E 6P� [ TOT.L D 3 7.0 P S F S E Q N - 35819 DRAWING SEI6O ARZ.U SS, AT DE USE AI SONTT HRM ISE DR AWINGTED N INDICA iESSADESTCC EPTANC EOOFTPROFE SSNON ALRENGINEERIHG •s��O�'O••• �� '�.,0 DUR.FAC. 1.25 FROM JDM Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, IHE SUITABILITY AND USE OF THIS p flainES City, 33844 COMPONENT FOR ANY PARTICUI AR BUILDING IS THE RESPONS18 It ITY OF HE BUILDING DESIGNER, PER ��� SPACING 2 4.0" y ANSI/TPI 1-1995 SECTION 2. (7441 - BESTCON - B5 2-ply) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 2 Complete Trusses Required BOT CHORD 2x6 SP SS :132 2x6 SP #2: WEBS 2x4 SP #3 NAILING SCHEDULE: (0.131x3.0_g_nails) TOP CHORD: 1 ROW @ 12" o,c. SPECIAL LOADS BOT CHORD: 1 ROW @ 6" o.c. ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS : 1 ROW @ 4" O.C. TC From 54 PLF at 0.00 to 54 PLF at 23.29 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 20 PLF at 0.00 to 20 PLF at 23.29 IN EACH ROW TO AVOID SPLITTING. BC 526 LB Conc. Load at 2.06, 4.06, 6.06, 8.06, 10.06 BC 3682 LB Conc. Load at 11.13 END VERTICALS NOT EXPOSED TO WIND. 100 MPH WIND, 16.67 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED (A) 2 SCAB BRACES. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. & GRADE OR BETTER. ATTACH ONE TO EACH FACE W/10d NAILS @ 6" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. (1) 2x6x7-2-8 SP SS SCAB AT LEFT END. ATTACH SCAB TO FACE OF CHORD WITH: 0.1310.0_g_nails @ 8" OC, PLUS ADDITIONAL NAIL THE TC OF THIS TRUSS SHALL BE BRACED WITH ATTACHED SPANS AT 24" CLUSTERS AT: BRG.: (10) , HEEL: (11) , 1st T.C. PANEL: (2) . OC IN LIEU OF STRUCTURAL SHEATHING. W4X8(R) III W3X9 III W4X7 = W8X8= W4X7 = W4XlO(R) III LJ 8-6-14 (A) 8-6-14 8-6-14 (B) 1 2 W4X1 (R) III W4X7 = W4X8(R) III B-/MVV W4X7 = W3X9 III W8X8 R=4732 U=2580 W=3.5" R=3306 U=1800 W=3.5" 0-5-4, 10 8 0-5-4 r7-5-1-8 56 12 —5-6-12 i 5-1-8 23-3-8 Over 2 Supports -� PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob2 FL 4 E - Scale =.1875" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 1 C L L 20.0 P S F R E F R235--24275 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 553 D'ON0FRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO Q- PERFGRMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ```` ' .p Q, _ C D L 7.(J P S F D A T E 05/09/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ay.•• •• i VVVVV�T''''° • �r�4 F _IMP ORTAN Y'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �••• BC DL 10.0 PSF DRW HCUSR235 01129302 PRODUCT INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO N (� BUILD THE TRUSSES IN CON NFUS ANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND l 1�4 i B C L L 0.0 P S F HC- BRAC E N G /D R ALPINE ING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN = SPECIE KATION PUBLISHED BY THE AMERICAN FOREST AU PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 3 7.0 P S F S E Q N - 26927 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ATE;OF EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER w w DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /!7R_���RtNR� D U R.FAC. 1.25 FR0M J D M Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DES TGN SHOWN. THE SUITABILITY AND USE OF THIS c�^••.•,•...• AalIIeS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONS[B ILITY OF THE BUILDING DESIGNER, PER A`` SPACING S E E ABOVE ANSI/TPI 1 1995 SECTION 2. (7441-BESTCON - B6 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.46 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 Dense :62 2x4 SP #2: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. (A) lx4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W2X5 III W5X4= W5X4= W5X4= (A) (A) 7-4-7 7-4-7 7-4-7 B2 UH +8-1-2 W5X4= W5X4= W5X4= W2X5 III 0-0-1 0-5-5-4- 7-3-15 �E 7-9-3 �� 7-3-15 4 LE 23-3-8 Over 2 Supports j IR=862 U=180 W=3.5" R=862 U=180 W=3.433" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob2 FL/-/4/-/E/-/- Scale =.25" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC L L 20.0 P S F R E F R235--24276 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 0 5/0 9/0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY AITACHEO RIGID CEILING. p1°��•�,�;v _IMP IMPORTANT*" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED -7r;�/l BC OIL 10.0 P S F D R W HCUSR235 01129297 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO J/ p BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND �A�TIV�ij( i U C L L 0.0 P S F HC-ENG /DR 'F 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE I, T 0 T.L D. 3 7.0 P S F S E 0 N 35860 CONNECTORS ARE MADE OF 20GA ASTM A153 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OF t EACH FA'E OF TRUSS, AND UNLESS OTHERWISE LOO,AT ED ON THIS DESIGN, POSITION CONNECTORS PER 'S DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL INS NEERING `.,y0 R1��'y► D U R.FAC. 1.25 FROM J D M Al me En IlleeCed 11COdnCI5,II1C. RESPONSIB[CITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS P TTH1tlee City,F7. 33944 COMPONENT FUR ANY PARTICULAR BOIL DING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, FER A4E SPACING 2 4.0 ANSI/TPI 1-1995 SECTION 2. (7441-BESTCON - B7 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. W4X4 W 2.5 X 4 % —1 7 7 r W 2.5 X 4 W1.5X3 III 8-7-12 W2X5(Dl) = 3-4-15 0-3-8 8-1-2 Wl.5X3 III 145X6= W4X5(R) III 0-0-1 n IQE 0-5-4 7-1-14 SIF 7-1-14 31E 4-5-14 _I, 4-0-10 _ISI ( 7-1-14 T 7-1-14 T 8-6-7 01-4 14-3-13 I 8-11-11 �J fE 23-3-8 Over 2 Supports j R=867 U=325 W=3.5" R=856 U=280 W=3.433" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.0b2 FL/-Z4/-/E/-/- Scale =.25" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S E R E F R235--24277 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), fOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.O P S F DATE 05/09/01 STRUCTURAL PANELS, BOTTOM CHORD SH At.t. HAVE A PROPERLY ATTACHED RIGID CEILING. •�FUG,� F "IMPORTANT-`" FURNISH A COPY OF THIS DESIGN TO THE INSTALL ATI DN CONTRACTOR. ALPINE ENGINEERED �� BC DL 10,0 PSF DRW HCUSR235 01129287 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN1' FAILURE TO , BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND B C L L 0 0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN * j SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOIED. APPLY CONNECTORS TO 1S STATE OF j'� TOT.L D. 3 7.0 P S F S EON - 35864 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OF SIGN, POSITION CONNECTORS PER w/� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING AR•••......•••,��1� D U R.FAC. 1.25 F ROM J D M Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �///��y-� c Haines C1ty,FL 33844 COMPONENT FOR ANY PARTICOLAR HE, IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER _v/{✓ .lY SPACING 2 4.0" ANS 1/TPI 1-1995 5ECTION 2. 7441-BESTCON - B8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.` TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W04 -1 7 7 F- W 2.5X4 8-3-11 W2X4(D1) F11 R1 R �8-1-2 5 4- W2.5X4 0-1-0 IE 22-10-4 044 C 21-1-9 T 2-0-15 I I 14-2-14 8-11-10 J �E 23-3-8 Over Continuous Support R=74 PLF W=23-3-8 Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob2 FL 4 E Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R235--24278 BRACING. REFER T? NIB (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO Q_ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAtlE PROPERLY ATTACHED • TC DL 7.0 P S F DATE 05/09/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ' •M- F **IMPORTANT— FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r•• 8C DL 10.0 PSF DRW HCUSR235 01129296 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIIURE TO U :� BUILD THE TRUSSES IN.CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 4 L. BC LL 0.0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROM SONS OF NDS (NATIONAL DESIGN y =1 SHE IF IC ATI ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 7f 7� T O T.L D. 37.0 P S F S E O N - 35867 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO q TATE QF EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER S�►` j DRAWINGS 160 A-1. THE SEAL CIN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �.ko D U R.FAC. 1.25 F ROM J D M l�Ip1I1C EIIgIOCCrCa.PI"OdLLC($,LIC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS _'~•••.• tt TTH171C5 C1 FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RISFINSIBILITY OF THE BUILDING DESIGNER, PER A�` SPACING 2 4 0" City, ANSI(TPI 1-1995 SECTION 2. (7441 - BESTCON - C9) 1111S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 17.13 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED RIGHT END VERTICAL NOT EXPOSED TO WIND. CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W4X4= W2.5X4 = W1.5X3 III (A) 9-0-7 (A) (A) (A) 9-0-7 9-0-7 8-1-2 W1.5X4 III W2.5X4 = W4X4 R=446 U=210 H=Alpine AHU26 w/ (8)10dxl-1/2_NAILS in Truss w/ (16)10dxl-1/2_NAILS in Girder R=446 U=200 W=3.5" Girder is (1)2X6 min. So.Pine 0-5-4- 5-7-0 �E 5-7-0 .0-5-4 12-0-8 Over 2 Supports PLT TYP. Wave TPI -95 Design Criteria: TPI STD 19.Ob2 FL 4 E - Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R235--24279 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOF RIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T0P CHORD SHALL HAVE PROPERLY ATTACHED �� T C D L 7.0 P S F DATE 05/09/01 STRUCTURAL PANELS, BOTTON CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r' �F�CfA% F� B O D L 1 O.O P S F D R W IiCUSR235 01129303 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEV[ATLON FROM THIS DES[GN; ANY FALLURE TO (P.�� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 4 B C L L 0.0 P S F HC-ENG /D R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL FINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CHET AS NU TED. APPLY CONNECTORS TO _ T') OF 1* TOT.L D. 37.0 P S F S E O N - 26862 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LDC ATED ON THIS DESIGN, POSITION CONNECTORS PER ` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING t D U R.FAC. 1.25 F R O M J D M Alpine Engineered Products,Inc. RESPON S IBIL IIY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,P1 33 OMPONENT FOR ANY PARTICULAR BUILDING IS TME RESPONSIBILITY OF IHE BUILDING DESIGNER, PCR S P A C I N G 24.0" ANSI/TPI 1 -1555 SECTION 2. (7441 - BESTCON - CIO) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.42 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. (J) HANGER CONNECTION NOT FOUND IN INVENTORY FILE FOR THIS RIGHT END VERTICAL NOT EXPOSED TO WIND. CONDITION. PROVIDE CONNECTION. (A) 1X4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. W3X4= W2.5X4 = W4X5= W2.5X4 —1 7 (A) (A) W2.5X4 10-2-7 (A) 10-2-7 W5X10 = 4 5-5 L— W3X4 W2.5X4 1 0 8-1-2 W1.5X4 III W1.5X4 III 0 514 4-9-2 5-216 10 �- I� 54818 4 1 4-6-0 01 4 11-2-0 J_ 9-10-8 _I 10-4-12 T 10-7-12 21-0-8 Over 2 Supports R=779 U=370 (J) R=779 U=220 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob2 FL 4 E - Scale =.25" Ft. —WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R235-24280 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB3 D'ONOfRiO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO Q T C D L 7.O P S F DATE 05/09/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED I •(/�_ STRUCTURAL PANELS, BDTTOM CNORD SHALL HAVE A Pft OPERLY ATTACHED RIGID CEILING. r�-• /► "1M PORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONT R.4CTOR. AI PINE ENGINEERED �"�Ir:[' BC DL 10.0 PSF DRW HCUSR235 01129304 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO l•'• :� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 4 i B C L L 0.0 P S F H C-ENG /D R 7ALPINE BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NUS (NATIONAL DESIGN •1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 7� CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 3 7.0 P S F S E A N - 26867 _ ATE OF :� EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, PO SIT I VN CONNECTORS PER s rt!Q DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAt ENGINEERING QR�Qr<� D U R.FAC. 1.25 FROM J D M Al ine En UleeTed Products,Inc. RESPONS[BILIiY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ».«' P HHIUCS C1 FI. 33844 COMPONENT FOR ANY PARTICULAR B111LD[Nf, IS THE RESPONSIBILITY OF THE BUILDING DES[GN ER. PER SPACING 2 4.0" Ty• ANS17TPITT 1-1995 SECTION 2. AF ^ (7441 - BESTCON - C11) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.16 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. (J) HANGER CONNECTION NOT FOUND IN INVENTORY FILE FOR THIS RIGHT END VERTICAL NOT EXPOSED TO WIND. CONDITION. PROVIDE CONNECTION. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. W3X4= W2.5X4 = W4X4 W2.5X4 7 N---- W W 2.5 X 4 9-8-5 9-8-5 W5X10 = 4-5-5 4 4 W2.5X4 z—� 8-1-2 W1.5X4 III W1.5X4 III 0-5-4 0 5 4 4-7-10 6-11-10 _�, 4-6-04-0-12 _ 01514 4-7-10 �1F 5-3-14 T 6-1-12 1 4-0-12 0 5 4 12-0-8 _L 9-0-0 _I 10-4-12 10-7-12 21-0-8 Over 2 Supports j R=779 U=360 (J) R=779 U=230 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob2 FL/-/4/-/E/-/- Scale =.25" Ft. **WARNINGk4 TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R235--24281 BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE - INSTITUTE, 5B3 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO •,,e,� T C D L 7.0 P S F DATE 05/09/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEll-I NO. 15 •'b•. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED (� �r BC DL 10.0 PSF DRW HCUSR235 01129305 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p ,`(Z'.� p BUILD THE TRUSSES 1N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SN[PP[Nfi, INSTALLING AND 4 Q4 i U C L L 0.0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CGNNECTORS ARE MADE OF 20GA ASTM Ati53 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S A p TOT.L D 37.0 P S F S E A N - 26874 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING q�O R,Ov D U R.FAC. 1.2 5 FROM J D M Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THis �.y T'IH1nCS City,FL 33844 ANS 17TPITlr 199`N SECTRC NCZL AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING NG DESIGNER, PER l E SPACING 2 4.0" (7441 - BESTCON - C12) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. (J) HANGER CONNECTION NOT FOUND IN INVENTORY FILE FOR THIS RIGHT END VERTICAL NOT EXPOSED TO WIND. CONDITION. PROVIDE CONNECTION. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & DEFLECTION MEETS L1240.00 LIVE AND L/180.00 TOTAL LOAD. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. W3X4= W2.5X4 = W1.5X3 III W4X6= 7 W 3 X 4 8-6-5 (A) 8 6 5 W5X6= 4-5-5 —' 4 W2.5X4 4 W3X4; 8-1-2 W1.5X4 III W1.5X4 III W 4-7-10 SIF 5-3-14 SIE 3 7 12 6_-6-12 0-5 4 01514- 4-7-10 l 5-3-14 1 3-6-0 6-8-8 054 ! 14-0-8 _I_ 7-0-0 _I � 10-4-12 T 10-7-12 I 21-0-8 Over 2 Supports I R=779 U=350 (J) R=779 U=250 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob2 FL/-/4/-/E/-/- Scale =.25" Ft. `*WARNING*` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R235-24282 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO Dft., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T0P CHORD SHALL HAVE PROPERLY ATTACHED M. T C D L 7.0 P S F DATE 0 5/0 9/0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMPORTANT*' fURNI SH A COPY (IF THIS DESIGN TO THE ]NST ALL ATION CONTRACTOR. ALPINE ENGINEERED �.1yBC DL 10.0 PSF DRW HCUSR235 01129306 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY ,FAILURE TO 9 ,(�], ��� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND •Z 104 BC LL 0.0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 1 SPECIFICATION PUBLISHECI BY THE AMERICAN FORE S7 AND PAPER ASSOCIATION) AND TPI. ALPINE 7F CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.LD. 37.0 P S F S E A N - 26878 STAn OF EACH FACE Of TRUSS, AND UHLE SS OTHERWISE LOCATED ON THIS DES LGN, PDSITION CONNECTORS PER 'S A p DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R,o�i• D U R.FAC. 1.25 FROM J D M RE SP ONS IBII.[TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE Su[TABIL ITY AND USE OF TI{IS , Alpine Engineered Products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER rt{. SPACING 2 4.0 TTi31nZS CiTy,I'1. 33844 ANSI/TPI 1-1995 SECTION 2. (7441 - BESTCON C13) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. (J) HANGER CONNECTION NOT FOUND IN INVENTORY FILE FOR THIS RIGHT END VERTICAL NOT EXPOSED TO WIND. CONDITION. PROVIDE CONNECTION. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W3X4= W2.5X4 = W1.5X3 III W4X6 —1 7 W2.5X4 7-4-5 7-4-5 W5X6= 4-5-5 J 4 4 5X4`— W3X4; W2. 8-1-2 W1.5X4 III W1.5X4 III 0 5 4 0-5-4 11� 4-7-10 5-3-14 31F 5-7-12 E 4-6-12 _11 0-5-4 4-7-10 5-3-14 T 5-6-0 4-8-8 014 16-0-8 _ _I� 5-0-0 J 10-4-12 T 10-7-12 21-0-8 Over 2 Supports j R=779 U=340 (J) R=779 U=270 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob2 FL/-/4/-/E/-/- Scale =.25" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R235--24283 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PW E 7 INSTITUTE, 583 DO N DFRI0 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 05 0 9/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ..• ; .. . IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t!`�v• A�; BC DL 10.0 P S F D R W HCUSR235 01129307 PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO Y • w BUILD THE TRUSSES IN CONFORMANCE WITH TVI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND .Y 4��04 BCLL 0.0 P S F H C-E N G /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS' (NATIONAL DESIGN 1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A153 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO = 'r/Zl'� �F T 0 T.L D. 3 7.0 PSFSEON - 26881 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Y DRAWINGS 1'00 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE DF PRCIFESSIONAL ENGINEERING %" ( R,O i D U R.FAC 1 25 FROM J D M Alpine Engineered RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABI LIT'/ AND USE OF THIS ►~"•.uN"Gr Products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER � ��4 SPACING 2 4•0" Haines City,Fl., 3 33843844 ANSI/TPI 1-1995 SECTION 2. (7441 - BESTCON - C14) THIS DWG PREPARED FROM COMPUTER INPUT ([DADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. (J) HANGER CONNECTION NOT FOUND IN INVENTORY FILE FOR THIS RIGHT END VERTICAL NOT EXPOSED TO WIND. CONDITION. PROVIDE CONNECTION. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W3X4= W3X4= W1.5X3 III W07 = W2.5X4 � —1 7 6-2-5 6-2-5 W5X7 = 4-5-5 4 4 ; 8-1-2 W1.5X4 III W3X4 W2.5X4 W1.5X4 III 0 E 4-7-10 1 5-3-14 SIE 7-7-12 �2-6-124 0-514 4-7-10 i 5-3-14 T 7 6 0 2 8 8 0--554 L_ 10-4-12 18-0-8 T 10-7-12 _I_ 3-0-0 _i � fE 21-0-8 Over 2 Supports R=779 U=330 (J) R=779 U=290 W=3,5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob2 FL/-/4/-/E/-/- Scale =.25" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC L L 20.0 P S F R E F R235- -24284 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 U'DNO Fft IO DR., SUITE 200, MADI SUN, WI 53719), FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �• T C .�L 7.0 P S F DATE 05/09/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I� _IMPORTANT` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •f••• F,�l»,� BC DL 10.0 PSF DRW HCUSR235 01129308 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FUR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 11 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B•' C•4)Z�Cy4, a C L L O.O P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN y� y SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO '1 TA� O,F.I T 0 T.L D. 3 7.0 P S F S E Q N - 26884 EACH FACE OF TRUSS. AND ONLESS OTHERWISE LOCAT ED ON THIS DES IGN, POSI TION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING S��0 R1O�d O U R.FAC. 1.25 F ROM J D M Alpine Engineered Produce,IRC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THF. SUITABILITY .AND USE OF THIS •••••.a.•••+ Haines City,FI. 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS INE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A� SPACING A C I N G 2 4 O ANSI/TPI 1.1995 SECTION 2. /{ J 1�Y U (7441-BESTCON - C15 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 (J) HANGER CONNECTION NOT FOUND IN INVENTORY FILE FOR THIS DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. CONDITION. PROVIDE CONNECTION. W4X4 W 1.5 X 4 = W1.5X4 7 F— —1 7 6-6-0 W6X5 W2X6 (D1) 0-5-4 0-3-8 h 8-1-2 W2X6(A1) 5-0-14 _I, 5-3-14 I 5-3-14 _I, 5-3-14 10-4-12 MJF 10-7-12 I 10-4-12 10-7-12 F 21-0-8 Over 2 Supports R=777 U=280 (J) R=780 U=274 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob2 FL/-/4/-/E/-/- Scale =.25" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R235-24285 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 537197, FOR SAFETY PRACTICES IRI OR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED • T C D L 7.0 P S F DATE 05/09/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �p t�F� _IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10 0 PSF DRW HCUSR235 U1129295 PRODUCTS. INC. SHALL NOT BE RE SPONS[8LE FOR ANY DEY IATION fftOM THIS DESIGN; ANY FA 110RE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND •42704 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT NAL DESIGN * B C L L O• P S F HC-ENG /D R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _ CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO A� F �. TOT.L D. 37.0 P S F S E A N - 35871 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON T LS DESIGN, POSITION CONNECTORS PER w DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS]ONAL ENGINEERING .4��..,,0 R�� f A C• 2 5 FROM D M Alpine Engineered Product$,I RESPONSI8ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SOITAB ILITY AND USE Of THIS 'p'd�' ��PY1_� Haines City, 'F], 33844 COMPONENT FOR AN'Y PARTICULAR BUILDING IS THE RESPONSI8ILITY OF THE BUILDING DESIGNER, PEA ��• SPACING 2 4•D" ANSIJTPI 1-1995 SECTION 2. (7441-BESTCON - C16 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN NGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :W1, W3 2x4 SP #2: SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4(R) III W1.5X3 III W1.5X3 III 7F— W3 —17 W1 6-1-15 W3X5(D1) W3X5(D1) 8-1-2 4 4 0-0-15 W6X6 '— W2X6 III W2X6 III 0-0-15 I� 6-5-3 _I, 4-1-10 3R QE 4-1-10 _I, 6-5-3 ,I C 10-6-13 10-6-13 I fF 10-6-13 �'E 10-6-13 J 21-3-8 Over Continuous Support J R=73 PLF W=21-3-8 Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.Oh2 FL/-/4/-/E/-/- Scale =.25" Ft. `*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R235--24286 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAE ETY PRACTICES PRIOR TO M. �¢, PER ED NO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 05/09/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR235 01129288 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE 10 M S 704 ALPINE OU ILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND Yi B C L L 0.0 P S F HC-ENG /D R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE j CONNECTORS ARE MADE OF 20GA ASTM AE53 GR40 ,ALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ATE .of; TOT.L D. 37.0 P S F S E Q N - 35874 EACH FAf,E Of TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION f.ONNECTORS PER ^ Pt I(��, DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ~'iyO R�O f�� I LTU R.FAC. 1.2 5 FROM J D M Alpine Engineered Product Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ��E II81I1eS City,FI. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0 ANSI/TPI 11995 SECTION 2. (7441-BESTCON - D18 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x6 SP #2 ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 21.65 BC From 20 PLF at 0.00 to 20 PLF at 5.38 BC From 110 PLF at 5.38 to 110 PLF at 14.62 BC From 20 PLF at 14.62 to 20 PLF at 20.00 W4X4(R) III W1.5X3 III W1.5X3 III 7 (— 7 6-2-5 8-1-2 W3X5= W3X5= W3X5(Al) W3X5(A1) 1_1-6-0 5-2-13 SIE 4-9-3 _I, 4-9-3 31E 5-2-13 J ( 5-2-13 9-6-7 T 5-2-13 I_ 10-0-0 _I 10-0-0 J IE 20-0-0 Over 2 Supports R=1241 U=490 W=3.5" R=1241 U-490 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD i9.Ob2 FL/-/4Z-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.D P S F R E F R235--24287 BRACING. REFER TO HIB 91 (HANDLING INSTALLING ANCI BRACING), PUBLISHED HY TPI (TRUSS PLATE INSTITUTE, 563 D'ONOFRIO DR., SUITE '200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED M. / T DL 7.0 P S F DATE 05/09/01 STRUCTURAL PANELS, BOT10M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. GTLFIC� . **IMPORTANT*` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED tel- Bl. DL 10.0 PSF DRW I��D�R235 DII29289 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO j1'; BUILD THE TRUSSES [N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND iy • B C L L 0 0 P S F HC-ENG /D R 7ALPINE BRACING OF TRUSSED THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (N.ATIONAL BES ION �. SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP7. ALPINE /� CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO A OF TOT.L D. 37.0 P S F S E O N - 35829 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S P1 DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGO R10r,. t1 D U R.F A C 1.25 FROM J D M AND tUpmC Engineered Products,Inc. COMPO NENESPOBTIFORLIT YANYLPARTICULARENURLDIU SSNGOI T ETRDESPONSI61-IlY OF IHESHOWN. THE 8UILOfSU G11 IDISIONER, ER 1I1I HamesCity,FL 33844 ANSI TPI 1-1995 SECnoN 2. M��E SPACING SEE ABOVE (7441-BESTCON - D20 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. W4X4 7 r --1 7 5-10-4 W3X3% W3X35 W3X3= W3X3 8-1-2 W3X3 W3X3 1L 6-0_ 16-00 I 10-0-0 I 10-0-0 J 20-0-0 Over Continuous Support J R=82 PLF W=20-0-0 Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.Gb2 FL/-/4/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R235--24288 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAIETY PRACTICES PRIOR TO M. � PER FORMING THESE FUNCTfONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHAIL HAVE PR OPE ATTACHED ''ryAj_ TC DL 7.0 P S F DATE 05/09/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'f�F� ,�► **IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED moi_ BC DL 10.0 PSF DRW HCDSR235 01129290 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIAT TON FROM THIS DESIGN; ANY FAILURE TO s 4 � BUILD THE TRUSSES IN CONFORMANCE WITM TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND y •4L/04 i {3 C L L 0.0 P S F HC-ENG /D R ALPINEBRACSPECING OF TRUSSES HIS DESIGN CONFORMS KITH APPLICABLE PR OVIS[ONS OF NDS (NATIONAL DESIGN �. CONNECTORS TOR STON AR EPMA D ESO OF ZO G AT ASTMHE MA653AGIC NR40R GAL V AND T EEPtR EX CE EPTASSOCIASINOTEDND TAPPLYPI ACONNEC TORS TO ��� � TOT.L D 3 7 0 P S F S E O N - 35831 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ���,R�p�, (b DRAurncs lea a-i. HE SEaL oN rntS DRAWIN, tNorcarEs arcEPTaNCE aF PROFEsstGNAI ENcrNEERrNc :` y! D U R.FAC. 1.25 F R 0 M J D M Alpine Eilgingered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF IH IS 118ll7CS Cit}',FL 33$4Q COMPONENT FOR ANY PARTICULAR BUILDING IS TNF RESPONSIBIL I TV OF TME BO IL DING DESIGNER, PER S PAC 1 N G �4.0" ANSI/TPI 1-1995 SECTION 2. (7441-BESTCON - E21 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 p H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4 —1 7 W2.5X4 W2.5X4 7 I— W5X4% (A) 10-6-13 (A) A> 8-8-10 —, 4 W5X6= 4 8-1-2 W2X4(Al) W4X5 ) Itt W4X7 = Wl.5X4 III L1-6- 6-1-12 � 1 6-1-12 5 9 12 0 5 4 R=458 U=230 H=Alpine AHU26 SIE 5 6 8 2 8 12 31� w/ (8)10dxl-1/2_NAILS in Truss 6-3 8 f 5-8-0 T 5-8-0 1 2 7 4 015 4 w/ (16)10dxl-1/2_NAILS in Girder 17-6-0 �, 3-2-0 aj Girder is (1)2X6 min. So.Pine 6-3-8 l 5-8-0 T 5-8-0 T 3-0-8 l �E 20-8-0 Over 3 Supports J R=168 U=180 W=3.5" R=988 U=531 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 19.0b2 FL/-/4/-/E/-/- Scale =.25" Ft. —WARNING'-' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T r L L 20.0 P S F R E F R235-24289 BRACING. REFER TO NIB-91 (HANDLING INSTALLING ANp BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 537J9), fOR SAFETY PRACTICES PRIOR TO PERE 0RMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C DL 7.0 P S F DATE 05/09/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `;•' IFIC,q'•. F _IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '(� r�t� BC OL 10.0 PSF DRW HCUSR235 01129293 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO f • 70 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 40i B�, L L 0,O P S F H C-ENG D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OV[SIONS OF NDS (NATIONAL DESIGN =* / SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE � .OF CONNECTORS ARE MADE OF 2OOA ASTM A653 GR 4O GALV, STEEL, EXCEPT AS NUTED. APPLY CONNECTORS TO r TOT.L D. 37.0 P S F S E Q N - 19862 7EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON THIS DESIGN, POS!TION CONNECTORS PER p �i• -GRANT GS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �~••�O n��r f�► D U R.FAC. 1.2 5 F R O M J D M l�IPIIIC able! ity, , 33944'Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN . THE SUITABILITY AND USE OF THIS `�V' 4� Haines City,Fl, 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TI1E BUILDTNG DESIGNER, PER SPACING 2 4.0" ANSI(TPI 1 1995 SECTION 2. (7441-BESTCON - E22 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 END VERTICALS NOT EXPOSED TO WIND. SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4= 7 W 2.5 X 4 W3X7 W5X4% W1.5X4 III 7f W1.5X4 III 10-6-13 W2.5X4 8-8-10 fl 8-1-2 W2X4(A1) _ ) II W6X7 (R) III W4X7- W2X4 III 4 � —� 1 4 W1.5X4 III W1.5X4 III tE 6-1-12 1-6-4 4-3-8 a� 5-6-8 �f� 3-2 r 6 3 8 T 1 5-%63-8 9-11-8 �T 3 0 8 17-6-0 33-2-0-0 6-3-8 T 5-8-0 T 5-8-0 3-0-8 i 20-8-0 Over Continuous Support R=78 PLF W=20-8-0 Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob2 FL/-/4/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R235- -24290 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONCTI DR., SUITE 200, MADISON, WI 53719), FDR SAFETY PRACTICES PRIOR TO �� T C D L 7.0 P S F DATE 05/09/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACH ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG CEILING. *IMPORTANT** FURNISH A COPY CIF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED fli BC DL 10.0 PSF DRW HCUSR235 01129301 *PRODUCTS, INC. SHALE NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO (y1� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 0.4`��A J C L L 0.O P S F FIC-E N G /D R ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMENICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE +. CONNECTORS ARE MADE OF 20CA ASTM A6B3 GR40 GALV. STEEL, EXCEPT AS NOTEU. APPLY CONNECTORS TO TF T 0 T.L D. 3 7.0 P S F S E Q N - 19859 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��'C � J= DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A�••�'(�R��l,,d' 4w [SP gCI AC. 1.2 5 FROM J D M Alpine Engineered ProdUCtS,IIIc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ��y•.._��...•� flainCS City,FL 33$44 COMPONENTF FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BU f LDING OF SIGNER, PER ✓�� N/� 2 4.0" ANSI/TP -1995 SECTION 2. N U (7441-BESTCON - G23 ) THIS DWG PREPARED FROM COMPUTER INPUT (TOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x6 SP #1 Dense ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 RIGHT END VERTICAL NOT EXPOSED TO WIND. GIRDER SUPPORTS 10-0-0 SPAN TO BC ONE FACE AND 2-0-0 SPAN TO TC/BC SPLIT OPPOSITE FACE. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W1.5X3 III 7 F- 4-10-13 4-10-13 8-1-2 W2X4(A1) = W1.5X4 III 7-7-12 0-1-I2 7-9-8 Over 2 Supports R=877 U=440 W=3.5" R=811 U=410 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 19.0b2 FL 4 R -C Scale =..375" Ft. *WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND / L L 2 0.0 PSF F 17 REF R 2 3 J_ -24291 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1. L R INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED - T C DL 7.0 P S F DATE 05 0 9/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMP CIRTANT— FURNISH A CO P'i OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �"Ij �� BC DL 10.0 P S F D R W HCUSR235 01129299 PRODUCTS, INC. SHALL N07 BE RESPONSIBLE FOR ANY DEY[AT[0N FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO L/tJ4 Z B C L L 0.0 P S.F HC-ENG /D R A L P I N E BRACING Of TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 7F TOT.L D. 37.0 P S F S E�(N - 3 5 8 5 2 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STRTE OF EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 4 DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ,g;.'cc ORto? D U R.FAC. 1.25 FR0M J D M Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ` Haines City,FL 33844 COMPONENT FUR ANY PARTICULAR 801LDING IS THE II SHUNS 18 IL 11Y OF THE BUILDING DESIGNER, PER A`{ SPACING S E E ABOVE ANSI/TPI 11995 SECTION 2. (7441-BESTCON - EJ24 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND. W1.5X3 III 7 F- 4-10-13 4-10-13 8-1-2 W2X4(A1) = W1.5X3 III 7-6-0 0-3-8 7-7 12 0 12 �7-9-8 Over 2 Supports R=300 U=180 W=3.5" R=277 U=200 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.0b2 FL/-/4/-/E/-/- Scale ..WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R235--24292 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANU BRACING), PUBL ISHEU dY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI0 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �• T C D L 7.0 P S F DATE 0 5/0 9/0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �.•••'`_ •'. `*IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED �•� B C D L 10.0 P S F D R W HCUSR235 01129294 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • t:•� BUILD INE TRUSSES IN CONFORMANCE WITH TP[; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND = B C L L O,O P S F H C-ENG /D R 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICAdLt PROVISIONS OF NDS (NATIONAL DESIGN •,* SPECIFICATION PUBLISHED BY THE AMERICAN FORE 51 ANU PAPER ASSOCIATION) ANU TPI. ALPINE 7� CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPL1 CONNECTORS TO ST/1YE OF ; TOT.L D. 3 7.0 P S F S E O N - 35836 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •: `Q R 10, ` O U R.FAC. 1.2 5 FROM J D M DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •� �l Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR IME TRUSS COMPONENT OESIGN SHOWN IHE SUITABILITY AND USE DF THIS ''•••u.«` Baines City,Fl, 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONS[B11ITY OF THE 8U[LDING DESIGNER, PER A1.� SPACING 2 4•0 ANSI/TPI 1-1995 SECTION 2. (7441-BESTCON - HJ25 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 + RIGHT END VERTICAL NOT EXPOSED TO WIND. HIPJACK SUPPORTS 7-9-8 SETBACK JACKS. JACKS UP TO 7' HAVE NO WEBS. LONGER JACKS SUPPORTED TO BC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W1.5X4 III W1.5X4 4.95 F-- 4-10-8 4-10-9 8-1-2 W2X4(A1) = W2.5X4 = L­2-1-7--J L_ 5-10-2 _�, 4-11-6 0`2-,12 rE 11-0-4 Over 2 Supports ) R=442 U=460 W=4.95" R=721 U=720 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob2 FL 4 E - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 1 C L L 2 0.0 P S F R E F R235- -24293 BRACING. REFER TQ HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAIE INSTI TOTE, 583 D'DNOFRI0 UR., SUITE 200, MADISON, N1 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F DATE 0 5/0 9/0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 10P CHORD SHALL HAVE PROPERLY ATTACHED R STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. +F'an!. -'"IMPORTANT" FURNISH A CD OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED = � Vq�: BC DL 10.0 PSF DRW HCUSR235 01129283 PRODUCTS, INC. SHALL- NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO n.,y�4 BUILD THE TRUSSES IN CONE ORM WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND $ 11'J BC LL 0.0 P S F HC-ENG /D R ALPINE BRACING Of TRUSSES. THIS DESIGN CONFURMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNEf.TORS TO 1 T 0 T.L D 37 0 P S F S E A N - 35840 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OESI GN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ® Pr D U R.FAC. 1.25 F ROM J D M AI(fI11C Engineered y,F 33844 Inc. ROMPONEN TIFORIT Y A NYLP ARTIC O LAR F DR EB UI L D IN GUSS U ISONH ET RESPONDESIGSIBILWTY OF THE BU LDI N G ITY AN D ES IGDNEU, ER OF THIS HauTesCiry,FL 33844 ANS /TPl 1-1995 SEcnDN 2. AL SPACING SEE ABOVE (7441-BESTCON - CJ26 1R 1L ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L1240.00 LIVE AND L/180.00 TOTAL LOAD. 12-2-10 R=162 U=180 7 F- 4-5-9 4-5-9 8-1-2 R=73 U=180 W2X4(AI) �1-6-0 —L. 7-1-3 —� LiE 7-0-7 Over 3 Supports—� R=370 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD) 19.Ob2 FL/-/4/-/E/-/- Scale =.375" Ft. "WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND I C L L 20.0 P S F R E F R235- -2 4294 BRACING. REFER TO HIH-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTI TO IE, 583 G'ON0FRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ppp}}} PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED • T�, DL 7.0 P S F DATE 05/09/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY AT IACHED RIGID CEILING. .� .� p '`1MFOR TANT`" FURNISH A CCI PY OF THIS DESIGN TD THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED (� �J� BC DL 10.0 PSF DRW HCUSR235 01129298 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO � {�•�� BUILD THE TRUSSES IN CONFORMANCE WITH TPf; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 4�1 04 BC L l- 0 0 P S F HC-ENG /D R A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 1 =1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE 7f 7C CONNECTORS ARE MADE OF 2EGA ASTM A653 GR40 GAL.V. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO TOT.L D. 3 7.0 P S F S E A N - 3 5 8 4 2 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER • QF DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING .g'•' o RttpP.r; ►'` O U R.FAC. 1.2 5 FROM J D M fUp1�0 E'il�T1i1CP,�C(�PI'OQllC[S,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �� ..+•_ •.. HamneS City,FI, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4•0" ANSI/TPI I-1995 SL CTION 2. (7441-BESTCON - CJ27 1R 1L ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 11-0-10 R=108 U=180 7F- T 1 3 3-9 3-3-9 8-1-2 R=48 U=180 W2X4(Al) �1-6-0 -5-1-3 _I �5-0-7 Over 3 Supports R=302 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob2 FL/-/4/-/E/-/- 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 R235-24295 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND ERACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRI0 DR., SUITE 200, M.ADI SON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ��.�� ��j� T C D L 7.0 P S F DATE 05/09/01 STR DOTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��pp "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f�YT• � r���/! BC DL 10.0 PSF DRW HCH$R235 0I129284 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIAT[0 FROM THIS DESIGN; ANY FAILURE TO O (C:�r/I' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 4�7{/4 B C L L 0.0 P S F HC-ENG /D R 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH .APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN y 1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE . ��OF =Ri T U T.L D 3 7.0 P S F S E O N - 3 5 8 4 4 CUN NE CTO0.S AftE MAGE OF 20GA ASTM A653 GR GALY. STEEL, EXCEPT AS NOTFD. APPLY CONNECTORS TO 'C EACH FACE OTHE ED S PER RESPONSIBILITY SOLELY DORNTNESTRUSSRWOMPONOE CDRAW IN OMPONENT OI DESIGN SHOWN. THE PT ANHEOSUIE OF �ABlI OI TYOAN DR DNEIOFERHNG S �Q R19, D U R.FAC. 1.25 FROM J D M Alpine Engineered Products,Ific COMPONENT FOR ANY PARTICULAR BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER tiNw.. ` HaulesCity,FL 33844 ANSI/TPi 1-1995 SECTION zA� SPACING 24.0" (7441-BESTCON - CJ28 1R 1L ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. F- 9-10-10 T 7 T 29 2-1-9 8-1-2 R=23 U=180 W2X4(A1) �1-6-0 —1. 3-1-3—� 3-0-7 Over 3 Supports R=243 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob2 FL 4 E Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C LL 20.0 P S F R E F R235--24296 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACT NGJ, PUBLISHED BY TPI (TR U;S PLATE INST IiUTE, 58 3 D'ONOFR10 DR., SUITE 200, MADISON, Wl 53719), FOR SAf ETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 05/09/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CETIING. � _IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED _j �•. /► I BC DL 10.0 PSF DRW HCUSR235 01129265 PRODUCTS, INF,. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO M �I ^,{P�;7j BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND O'�Y7{7T BC LL 0.0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = SPECIFICATION PUBLISHED BY THE AMERICAN FOR ES7 AND PAPER ASSOCI CIA 100) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 6R40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO Z STA �F' '�� TCT.L D. 37.0 P S F S E Q N - 35846 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �* �s¢�v DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �(/ O�'MM� � D U R.FAC. 1,2 5 FROM J D M Alpine Engineered Products,Ine. RESPONSIBILITY SOLELY FOR THE IRU SS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Hat eS City,F1, 33844 COMPONENT FOR 1995N SECTIONrjLAR BUILD TNG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER c P A C I N G 24.0" IF (7441-BESTCON - CJ29 1R 1L ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 7 -T & 8-8-10 —F 0-11-9R=95 U=180 0-11-9 8-1-2 k R=14 U=180 W2X4(Al) L�1-6-0 'J"-1 3� 1-0-7 Over 3 Supports R=261 U=245 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob2 FL/-/4/-/E/-/- Scale —WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R235--24297 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TNI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), fOR SAFETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATI ACHED T C D L 7.0 P S F DATE 0 5/0 9/0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILI N6. •�� �� /► p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t 8 C D L 1 0.0 P S F D R W HCUSR235 01129286 PRODUCTS, INC. SHALL NOT BE R€SPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO � 704 _: BUILD THE TRUSSES IN CONFORMANCE WITH TP[; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ,y B C L L O.O P S F H C-E N G /D R 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN 7� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A �� � TOT.L D. 3 7.0 P S F S E A N - 35848 CONNECTORS ARE MADE 0E By ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AND UNLESS OiHERWI SE LQCATED ON THIS DESIGN, POSITION CONNECTORS PER S l DRAWINGS 160 AZ. THE SEAT. ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FNGINEERING ~ ,�RI' @. D U R FAC. 1.2 5 FROM J D M Alpine Engineered Products,Inc. RESPONSIBIt ITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Hames City,Fl, 33$44 COMPONENT FOR ANY PARTICULAR BUT IS THE RESPONSIBILITY OF IHE BUILDING DESIGNER, PER ��� SPACING 24.0" ANS17TPI 1-1995 SECTION 2. SBC: 100 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00 2X4 BRACE (1) 1X4 't" 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 3 SPF 1 2 4' 3" 7' " 7' 6" 8' 7" 8' 10" 10' 3" 10' 7" 13' 7" 13' 11" 14' 0" 14' 0" BRACING GROUP SPECIES AND GRADES: #3 4' 1" 6' 6" 6' 6" 8' 7" 8' 7" 10' 3" 10' 3" 13' S" 13' 5" 14' 0" 14' 0" GROUP A: HF STUD 4' 1" 6' 6" 6' 6" 8' 7" 8' 7" 10' 3" 10' 3" 13' 4" 13' 4" 14' 0" 14' 0" SPRUCE-PINE-FIR HEM-FIR w O STANDARD 4' 1" 5' 7" 5' 7" 7' 4" 7' 4" 9' 11" 9' 11" 11' 6" 11' 6" 14' 0" 14' 0' 1 2STANDARD 2 STUD 1 4' 7" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" 11' 1" 13' 7" 14' 0" 14' 0" 14' 0" 3 STUD I f3 STANDARD s P #2 4' 6" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" 11' 1" 13' 7" 14' 0" 14' 0" 14' 0" #3 4' 4" 6' 8" 6' 8" 8' 7" 8' 10" 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE DFL STUD 4' 4" 6' 7" 6' 7" 8' 7" 8' 9" 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" 3 #3 r ` STUD STUD `/ STANDARD 4' 3" 5' 8" 5' 8" 7' 6" 7' 6" 10' 1" 10' 1" 11' 9" 11' 9" 14' 0" 14' 0" STANDARD STANDARD S P F 1 2 4' 10" 8' 4" 7" 9' 11" 10' 2" 11' 9" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" #3 4' 8" 8' 0" 8' 0" 9' 11" 9' 11" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" F STUD 4' 8" 7' 11" 7' 11" 9' it" 9' 11" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" GROUP B: H W O i 1 STANDARD 4' 8" 6' 10" 6' 10" 9' 0" 9' 0" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" 1 5' 3" 8' 4" 9' 0" 9' 11" 10' 8" 11' 9" 12' 8" 14' 0" 14' 0" 14 0" 14' 0' HEM-FIR 2 5 2 8 4" 9' " ' " '0 9 11 10 8" 1 & BTR .. S P # ' " ' 11' 9" 12' 8" 14' 0' 14' 0" 14' 0" 14' 0" 1 W #3 4' 11" 8' 2" 8' 2" 9' 11" 10' 5" 11' 9" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0" DFL STUD 4' 11" 8' 1" 8' 1" 9' 11" 10' 5" 11' 9" 12' S" 14' 0" 14' 0" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS 2R-LARCH STANDARD 4' 10" 7' 0" 7' 0" 9' 3" 9' 3" 11' 9" 12' 1" 14' 0" 14' 0" 14' 0" 0 14' " 1 2 5' 4" 9' 2" 9' 5" 10' 10" 11' 2" 13' 0" 13' 4" 14' 0" 14' 0" 14' 0" 14' 0" Tri S P F #3 5' 2" 9' 2" 9' 2" 10' 10" 10' 10" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' O" v HF STUD 5' 2" 9' 2" 9' 2" 10' 10" 10' 10" . 1 1 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" ® STANDARD 5' 2" 7' 11" 7' 11" 10' 5" 10' 5' 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: 1 5' 10" 9' 2" 9' 11" 10' 10" 11' 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" C s P #2 5' 9" 9' 2" 9' Il" 10' 10" 11' 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. I (Q #3 5' 6" 9' 2" 9' 6" 10' 10" 11' S" 13' 0" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 90 PLF OVER r-+ DFL STUD 5' 6" 9' 2" 9' 4" 10' 10" 11' 5" 13' 0" 13' 8" 14' 0" 14' 0" 14' O" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD) STANDARD 5' 4" 8' 1" 8' 1" 10' 8" 10' 8" 13' 0" 13' 4" 14' 0" 14' O" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' O" SYMM I OUTLOOKERS WITH 2' 0' OVERHANG. OR 12" ABOUTI� PLYWOOD OVERHANG. + ATTACH EACH 'L" BRACE WITH 10d NAILS. GABLE TRUSS 2X #2N OR BETTER * FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. 4 IN 18" END ZONES AND 4' O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION: T **FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. VERTICAL LENGTH MAY BE 18^ * IN IB" END ZONES AND 6" O.C. BETWEEN ZONES. DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT L + "L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 610# BRACE MEMBER LENGTH. AT EACH END. MAX WEB TOTAL LENGTH IS 14'. zX4 STUD, ,y3 OR GABLE VERTICAL PLATE SIZES L VERTICAL LENGTH NO SP BETTER DIAGONAL LICE LESS THAN01X4 VERTICAL LENGTH SHOWN BRACE; SINGLE 18 * + + + GREATER THAN 4' 0", BUT 8X2X3 4 IN TABLE ABOVE. OR DOUBLE CUT L LESS THAN 11' 6" (AS SHOWN) AT BL- IH 1p UPPER IND. GREATER THAN 11' 6" 1 2.5X4 ONTINUOUS HEARIN + 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. THIS DRAWING REPLACES DRAWING 510015E --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF SBC-GABIOO15 INSTALLINGAND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR M. DATE 06/25/99 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, r TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. SIFI'� DRWG 51OO15ENO699 F --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE wa —ENG DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH �.• 1 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 7� AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA STATE 0 TOT. LD. 60 PSF 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 �—:�E P POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL '`..•�a FES•• ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE DF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THEA.X. SPACING 24.0 RESPONSIBILITY OF THE THIS DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 4 R 2X6 "T" GABLE DETAIL REINFORCING GABLE VERTICAL PLATE SIZES MEMBER ABOUT + FOR LET-IN VERTICALS 2X4 'T VERTICAL LENGTH PLATE IF PLATES REINFORCING BETWEEN CHORDS SIZE OVERLAP. MEMBER LESS THAN 4' 0" 1X4 OR 2X3 2X8 GREATER THAN 4' 0", BUT LESS THAN 11' 6" 2X4 2X8 TOENAIL TOENAIL GREATER THAN 11' 6" 2.5X4 2.5X8 Q+ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. s IF GABLE VERTICAL PLATES OVERLAP, USE A + TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE: 2*2X4 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE VERTGA ICAL + APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR LENGTH *2X8 SBCCI WIND LOAD. TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. EB LENGTH INCREASE W/ "T" BRACE WIND SPEED 'T" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 % 10 7• +. 15 FT 2x6 40 % 50 % 110 MPH 2x4 10 7 10 % 30 FT 2x6 50 7• 50 % 100 MPH 2x4 10 7 10 % 15 FT 2x6 30 % 50 % Rq 100 MPH 2x4 10 7 10 7 rl 30 FT 2x6 40 % 40 7. + + 90 MPH 2x4 20 % 10 7 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON 15 FT 2x6 20 7• 40 7• RIGID SHEATHING THE ENGINEERED TRUSS DESIGN. 90 MPH 2x4 10 7 10 % 4 TOENAILS ATTACH EACH 'T" REINFORCING MEMBER WITH 30 FT 2x6 30 % 50 % HAND DR 80 MPH 2x4 10 % 20 % lOd COMMON NAZIS:MON TOENAILS AT 4" O.C. PLUS (4) 16d 15 FT 2x6 10 7 30 % T REINFORCING COMMON TOENAILS IN TOP AND BOTTOM CHORD. 80 MPH 2x4 20 % 10 % MEMBER GUN DRIVEN NAILS - 0.131" X 3": 30 FT 2x6 20 7. 40 7. TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP 70 MPH 2x4 0 7 20 7 AND BOTTOM CHORD. 15 FT 2x6 0 7• 20 % 70 MPH 2x4 10 % 20 % GABLE TOENAILS TRUSS SPACED AT THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE 30 FT 2x6 10 7• 30 % 4' O.C. GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. EXAMPLE: ASCE GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A11015ENO699, A10015ENO699, A09015ENO699, A08015EN0699, A07015EN0699 MEAN ROOF HEIGHT = 30 FT A1103OENO699, A10030ENO699, A09030EN0699, A0803OENO699, A07030EN0699 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS Y' REINFORCING MEMBER SIZE = 2X4 S11015EN0699, 910015ENO699, S09015EN0699, S08015EN0699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030EN0699, S10030ENO699, S09030EN0699, S08030EN0699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOENAILS SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE 1.10 x 6' 7" = 7' 3" VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF LET-IN VERT INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED FOR SAFETY PRACTICES PRIOR TOBY TI (TRUSS PLATE INSTITP ERFORMING TPHESEP FUNCTIONS.DR., SUITE200,UNLESSI OPTHERWISE I DWI. )ICATED, �• DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ........ DRWG GBLLETIN0699 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE • •'� . -ENG DL1/KAR DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, Ma t HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH • i APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 7AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA * OT. LD. 60 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 1; STATE O ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •�� POMPANO BEACH,FLORIDA ENGINIEE ING RAWNGS 16ORESPON IBIL TYA-Z, THE SEAL SOILELYTHISFORATHIE DRWNGTRUSS ACOMPONENT TDE IGNP SHOWN OFESTHONAL x•%40 RIO, FAC. ANY SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE IJ�Ci'Tw RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. E SPACING 24.0 02/22/1994 20:43 9042780366 MCGOWAN'S HVAC PAGE 01 FORM 60OA•97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Flodde Department of Community Affairs Residential Whole Building Performance Method A PMJed Name: 1201 Builder SE3TCON Address: Lor 17, Sub: PARADISE, Plate Permitting Office: City, State: Permit Number. Owner. Jurisdiction Number. Climate Zone: North 1. Now eonmuctim or existing New - 12 Coding Vftme 2. Single finally at multi-tha* single family _ a_Central Unit Cap:30.0 k8helhr 3. Number of unit.if muni-5mily I - SUR 10.00 4. Number of Bedrooms 3 - b.N/A 5. is this a wast ane? yes - b. Conditioned floor area(Sr) 1201 fp c. N/A 7. Glass am a type - -- a f! Clear--"*ps- 0.0 ' - I3. Heating syttemi b.Clear-double pane 175.3 fie - e. Ehmmic Heat PuMAT Cap:30.0 AT c. Twt/odwr SC/MGC-single pane 0.0 fl' ,,,,_ HSPF:7.00 d.Tmdodwr S03HGC-double petie 0.0 f1' b.N/A _. 8. Floor types a. SlaWN43radc Edge Insulation R-0.0,132.0(p)S - c. N/A b.N/A _ c. N/A 14. Hot water systems - 9. Wall typos - a. Electric Resistance Cap:50.0 gallons a. Frau',Wand,E"cdcr R-11.0,907.0 W - EF:0.86 b. Framc,Wand,Adjacent R-11.0,138.0 fP - b.NIA C.NIA d.N/A _ c. Conservation credits a N/A (HR-Hest recovery,Solar 10. Coling types - DHP-Dedicated heat pump) a. Under Attic R=30.0,1220.0 fe _ 13. HVAC credits b.Under Attic R-19.01 88.0 W - (CF-CeRing hin.CV-Cross ventilation. v- N/A HF-Whole Clouse Lan, 11. Ducts - PT Programmable'Thermostat, A. Sup:Unc. Ret Unc, Ali:Garev SUP.".0.100.0 ft - W-C-Multizooe cooling. b.N/A N7,11-Multizone heimng) Glass/Floor Ame: 0.1S Total as-built points: 18423.00 PASS Total base points: 18603.00 I hereby certify that the pians and specifications covered Review of the plans and by this calculation are in mpliance with the Florida specifications covered by this o��� � Energy Cotle. calculation indicates compliance PREPARED B : L ERTMILLE with the Florida Energy Code. b Before construction is completed DATE: this building will be inspected fnr 1 hereby certify that this buildias de ' ed, is compliance with Section 553.908 compliance with the Florid ergy C Florida Statutes. c� OWNER/AG BUILDING OFFICIAL: t - DATE: DATE: EnerovGauoe®Nelaton: Ft-R3PA 2031 Received Time May - 24. 11 : 39AM ' 02!22!1994 20: 43 9042780366 MICGOWAN'S HVAC PAGE 03 FORM 600"7 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot" 17, Sub: PARADISE, Plat: ,, , PERMIT 0: BASE AS-BUILT Summer Base Points: 16307.5 Summer A&43ufit Points: 13994.6 Total Summer X System = Coding Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 13894.6 1.000 1.047 0.341 1.000 Sm.e 18307.6 0.3673 5826.7 13994.6 1.00 1.047 0.341 1.000 5000.8 En avesweva WA Form 60004.97 E FRMV7 FLRWA 203 Received Time May - 24. 11 : 99AM ' 02/22/1994 20:43 9042780366 MCGOWAN'S HVAC PAGE 05 FORM BOGA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:Lot"17, Sub:PARADIBE, Pw- , . , PERMIT ik BASE AS-BUILT Winfier Baas Point*: 8498.6 Winter As-Raiff Points: 9633.2 Total Winter X System Heating Total X Cap X Dud X System X Credit = Heating Pants Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 9633.2 1.000 1.064 0.487 1.000 4993.1 8898.6 0.6340 4638.3 9633.2 1.00 1.064 0.487 1.000 4993.1 ErwV*o.u='M DCA Fam e0o11-W E NEW PUMA 203 Rcccivcd Timc May - 24. 11 : HAM ' 02/22/1994 20:43 9042780366 MCGOWAN'S HVAC PAGE 07 FORM OOOA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS:Los: 17, Sub:PARADISE, Plst: ,, , PERMIT S: W21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMeOPNn S ENTS FOR EACH PRACTICE CHECK EANW WkKbn 006.1 J18 A 1 Merdrteum.3 dWftfL window wim.5 dmf ft.door area. Ext lW&ArljWW*Wells 806. AISC.1.2.1 Caulk.+deet wedherlfHp or seat between:windows/doors&frames,surrounding wall: W risfion&wad sots or sip pleb:Joints between stertor well peels at comers:ufality pm sh el::,,between welt pansis&topfbotlorn pleAee;between walls and floor. EXCEPTION:Frwne web*tars s corOxioto irMilt aft barrier is installed butt eueend e Ilam and Is ssaied to the fiatredetton to ft!2p plate. Floors 806.1 JM.1.22 a14r sealed unless backed by buss or JaMt members. EXCEPTION:Franca floss wfutro a continuous infiltration barrier is installed that is:tasked to des and seertes. Ceilings 806.1 ADC.12-3 Between wells ak cai'egs;ports tions of ceiling plane of top floor around shafts.chases, sch1s,chimneys,catirt its!soled to ca tinuoua air barrier;gaps in gW board a top plate; odic soc ess.EXCEPTION!Frerne oahVs where a continmis inf ltnitlon barrier is tratded#*is sealed at the at lonsandsewm Recessed t.**ng FbRules 006.1ADCA.2.4 Type IC rated with no pentoafione,,eotle4;or Type IC or rm-IC rated,installed inside a seWe d bm with 1R"clearance 6 3"from insulation,or Type IC reread with<2.0 cfm from conditimag apeft taslsd MW ti s MA AMA.2.5 i Air banter on patirnetorctfloor crulty between floors, Addlf*1,dittretio1 re(p 606.1 ASC.1.3 Etdta ist fans vented to auldoors,dampers;cornbtmteon space twaters campy with NFPA, bene Z2 OTHER PRESCW AMMEA"S tinget by met or gLcsoded by all lbsida ces. COM lits SECTION REi UIMIENTB Woisr i leew 0121 Comply with aftiency requWwwnls in Table 6-12.Switch or clearly marked circuli hreoM,er elect) or otteoff must bewgWood.Ldernal or b"-m hem Vap required.. s wirtenirep Pools 6 Spas 612.1 Spas tf heated pools must hers cams(except solar hexed).Non-comrnmcial pools - must haus a plane*,w Gss ape&pod heders melee have a minirrrurn thermal a70%. _....___..... Sfeower heads s12.1 lk w nest be Mutriclsd to no ttror*than 2.5 gallons pff MLm to st 130 PSIG. Air Dlltrfbutlon Srd ms 610.1 M data,flflMtgs,m*Ow*cd equipnteeet and plenum deanebwo shaft ae mer,�ha .,Wly eltscf►ed,sarisd,battled,oiled inslaifsd in accordance with the criteria of Section 610. OWU'X unoondMioned Atics;RR'6 min.insulation. WAC Gorst vis 007.1 eboesstible:marNld or truWnatic tfterencatat for each insulation 1504.1,502,1 Celltrtps-W.R-19.Cwrw=walls-Ffwm R-11 or CBS R-3 bdh sides. — Corretrtore 086V&flocs R-1 1. EnerarGam-DCA Fown 800AA7 8 FI.RVA 200 Received Time MaY . 24. 11 : 39AM 02/2211994 20:43 9042780366 MCGOWAN'S HVAC PAGE 09 Residential System Sizing Calculation Summary Project Title: Class 3 Rating 1201 Registration No. 0 Climate: North 5/24/2001 Location for weather data: Jacksonville -Defaults: Latitude(30) Temp Range(M) Humid data: Interior RH 5096 Outdoor wet bulb 79 Humidity diNerence(49or.) Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F -Writer temperature difference 38 F Summer temperatum difference 19 F _TQt8l hattim load calculation 21284 StubTotal coolie load calculation 24757 Stuh Submitted heating capacity 30000 Btuh Submitted cooling capacity 30000 Btuh Submitted as%of calculated 141.1 % Submitted as%of calculated 121.2 % WINTER CALCULATIONS Winter HeatsLoad for 1201 Load comoon2m Load a.,,O%) Window total 1715 sgft 484.1 Btuh w•, ca3x, Wall total 1045 sgft 3332 Stub Door total 38 sgft 524 Stub Coiling total 1308 yyff 1762 Stun C. x. Floor total 152 ft 4682 Stub ,Y; Infiltration 122 cfm 5108 Btuh ��) f;,,,, 20251 Bhuh Subtotal t. y Duct loss 1013 Btuh Fbw.c�V%, TOTAL HEAT LOSS 212" Btuh SUMMER CALCULATIONS Summer CoolLng Load fjor 1201 ft Load component Load Window total 176 sqR 8496 Stub Wall total 1045y'�"" agft 2001 Btuh Door total 38 sgfl 400 Btuh Ceiling total 1308 sgft 1980 Btuh Floor total 0 Btuh Infiltration 113 dm 2385 Btuh Internal pain 3000 Btuh Subtotul(sonalble) 16242 Btuh Dud1824 ain Btuh g , Total sensiDte gain 20066 Stub "'•�'°•�,.��, ' �, Latent gain(infiltratlon) 3771 Btuh Latent gain(Intemal) 920 Btuh The U ft mMhW Uwd was E aU"O System Sizing. Total lalertt gain 4651 Btuh PREPARED BY: zVZ TOTAL EAT QNN 247a Btuh I I DATE: EnaroVGWV0@6 FLRWA 2W Received Time MaY . 24. 11 :39AM OWNER:Fritz Lot(s)17PC,Block SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 5/24/2001 CONSTRUCTION JOB ADDRESS: Lot(s)17PC Address612 Paradise Court, City, State Florida Zip 32233 All Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable—"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: 2500 PSI Slump: 3" Width: 20" Depth: 10" Reinforcing: #5 Number: 2 Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FROST FOOTING-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: Conc. Block If Concrete Block-Size: 8"x16" Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: NIA 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 —7 Width: N/A Length: N/A Depth: N/A NIA Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A TR-Valu : N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: NIA GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: NIA BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 1 OWNER:Fritz Lot(s)17PC,Block 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A ___FFinish & 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: T wide —7Finish: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 8'x 10' _7Finish: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 16'wide Finish &Curing Compound/Sealer: Broom -- _7 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:Fritz Lot(s)17PC,Block Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16"O.S.B Size:4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Front, Sides&Rear Mainstreet Size: Varies Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A Nails-Framing Members: Common or Galvanized (weather related) Siding: Galvanized Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" 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:Fritz Lot(s)17PC,Block Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2"vinyl decorative trim Door Trim 3-1/2"vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material: #26 galvanized steel Windows:Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents:Vinyl =GableVents: 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# --7Size/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:Fritz Lot(s)17PC,Block 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1 st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1 st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors) Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage Mid America Model Regal 40 PFS 16'x7' 2-1/2" Mid America Other: BESTCON,INC. 2440 South Beach Parkway - Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 - Fax 904 246-7126 Page 5 OWNER:Fritz Lot(s)17PC,Block 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek --1450 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1500 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer Wor Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger-jointed white pine WMP-256 2-1/4" Base Generic Finger-jointed white pine WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger-jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 6 OWNER:Fritz Lot(s)17PC,Block 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No. of Coats Installation Walls Ceilings ALL WALLS Sheetrock ,/2„ Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/Popcorn or 1�2"Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown Texture Other: 1 /2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 7 OWNER:Fritz Lot(s)17PC,Block 11. CABINETS, VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE &/OR 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 [E#2 Other: 12.MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: NIA FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile&Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish:Textured Thickness: 518" 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:Fritz Lot(s)17PC,Block 13. HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump/Air Conditioner Brand Name, Model, Size: 3 ton JANITROL 10 SEER CPKE36-1 A36-10 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers(except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supply's . Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A ------------- Registers Brand Name, Style, & Number: CODY One-way throw-11 Grilles Brand Name, Style, &Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, & Model: N/A Electronic Air Cleaner Brand Name, & Model: N/A Baseboard Heat Brand Name, Model & Numbers: N/A Stove Vent: N/A Dryer Vent: 4" metal Bath Vents: 3"diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 9 OWNER:Fritz Lot(s)17PC,Block 14. PLUMBING: Waste Disposal-Public: City of Atlantic Beach -7 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 ___TPrivate: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3/" House to Water Heater CPVC SCD40 Glue 3/" House to Bathrooms CPVC SCD40 Glue 3/"TO 1/2" House to Kitchen Sink CPVC SCD40 Glue %"TO 1/2" House to Refrigerator CPVC SCD40 Glue 3/"TO 1/2" House to Dishwasher CPVC SCD40 Glue 3/"TO 1/2" House to Ice Maker N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 10 OWNER:Fritz Lot(s)17PC,Block Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A 7 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 144$LHP/H71/ 2WH A72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22/ 2WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location, Type&Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location, Type& Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 11 OWNER:Fritz Lot(s)17PC,Block Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink Sterling 3322 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC 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 Sough Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 OWNER:Fritz Lot(s)17PC,Block 220 High Voltage Wiring Detail: Item Wire Size Breaker Size Individual Circuit quantity Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 2 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 13 OWNER:Fritz Lot(s)17PC,Block 110 Voltage Wiring Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 3 1 10 Dining/Family 15 amp #14 CU 5 2 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 4 Master Bath 15 amp #14 CU 1 1 1 Guest Bath 15 amp #14 CU 0 0 0 Bath#1 15 amp #14 CU 1 1 1 Bath#2 Master Bedroom 15 amp #14 CU 2 1 6 Bedroom#1 15 amp #14 CU 1 1 3 Bedroom#2 15 amp #14 CU 1 1 5 Bedroom#3 Closet#1 15 amp #14 CU 1 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 20 amp #12 CU 3 1 3 Garage 15 amp #14 CU 1 2 3 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 14 OWNER:Fritz Lot(s)17PC,Block 110 Voltage Wiring Detail (continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 CI 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 1 5 Weatherproof Recept.. 15 amp #14/2 CU 3 Smoke Detectors 15 amp #14/2 CU 4 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name&Model Number Wire Size Quantity Dining Room Progress 4032-30 1 Breakfast Nook None 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-30 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls, Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage(front wall bracket) Progress P5745-30 1 Front Porch (O/H) Progress Recessed 1 Kitchen Sink(O/H) Recess with open trim 2 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 15 OWNER:Fritz Lot(s)17PC,Block 16. PAINTING: PAINT, EXTERIOR: N/A Number of Coats: 2: N/A Siding: Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: Ultra deluxe flaq Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 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:Fritz Lot(s)17PC,Block 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 Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19. SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name& Model: Pre-wire ONLY Attic Fan Brand Name & Model: N/A Skylight Brand Name& Model: N/A Suntech FGC 2549 Bronze 25"X 49" Roof Ventilator Brand Name&Model: 6' Off Ridge Vent Galvanized Stampco Smoke Detectors Brand Name& Model: Firex 4418 w/battery backup Intercom Brand Name&Model: N/A Style & Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 2 Burglar Alarm Brand Name&Model: DSC PC 1555 Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 4 OWNER:Fritz Lot(s)17PC,Block 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: Full Coverage of Floritam St. Augustine Number and species of plants: 20- 3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22.ALLOWANCES: ITEM Manufacturer and Model/Style INSTALLATION DATE (Tentative) Wallpaper, Materials, & Labor NIA 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 NIA Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets, Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan &Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing &Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 18 LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 5 / 16 ! 2001 Re:-Wind Loading Requirements For tot ti-I Po(Ac 4e Cv✓t Jax. Beach , Fl. Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 1997-SBC for wind speeds of 100 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 1997-SBC as long as sheets #S thru #10 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceiling joists of any shear forces acting normal to their longitudinal axis, 0 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 possiblefooting design revisions may need to be implemented prior to commencing footings work, Please let me know, if further help is needed. Sincerely Ll V Louis J. Gabriel, P.E. "WIND FORCES STRUCTURAL ANALYSIS FOR THE 'NEW RESIDENCE LOGpTE9 ON LOT -# 1-1 powsk se eve JAX. BEACH , FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR 100 MPH WIND SPEEDS AS OUTLINED BY SECTION 1606 OF THE 1997-STANDARD BUILDING CODE" PREPARED BY: LOUIS GABRIEL, P.E. DATE: (Y) 2001 J Fr; 45 o�. e 5 u L�� n s 4:1v'%e- Fo Llv g ti�tc �tYa 4 FLo a r N t/1- Rr�v F Frct m i-A 5 gee o o F Tru sle s ,� �i�a IYu sf�l �u•�,n c aff = : - See 5 C1n edu& ~CLn' arm "r4 Jr4 A vtc.I ova:+E to 5-ta.4m •..4 cd bo Lb lZ 98 0 -e P"", VNLeSS AOtzJ O Se ��,�„ vl Ye+%►, FarGer�ent: — ,i#,q Rod ova 98 o•e. c a.17Go�.teri &OF 4. 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Zt�•�t QJ� ' 0 Z,Q VpU;t = (Zo•4-+ Zv-4 - to - 10') t2oov/Z) s ZOgoo Ibj # Ineo,' W&Ms W i 1.L �'e.i is t- 1-,o" lo&.A a.*-J 0 v a y w,rvs;vn vMt;�s � trJ � `Yt 0 rwU W o�.�re c.$i w, ©►r key �' t.J�Q.Qs u� 1L v-, s i t 1r y o a Case- A• _. .::.--�_U�li� �er �t = Cu>, gno� (,06� /35 �� 1,e�� b�- u►a�t.s ('es;stw� v!�ii�� is zqj Pic a.pprax. � to eks�d- Pe,-r„v,,-�r)) .5h�oQs te1y1 &1cb-,Yi.y, Wc.,Q,Q.c LL a S4 yp.QOJ to wo Ov,,&3 AMeQ %�OLtcsi, pLa �oLV A mw vpl�Ft=��..000 qhs 7-000 1 u S e (00 Pau 3� . tQoo(= T�Hsses Stra�P`""` to 6e-Ar -q s R00 ��wr+ciwJ .WAIL be �v+�,�a[n 6z1e c See. tYA s VI ed Iv pYepaY e �r b A Lf F� r � i.i r t- p-t, yao� ��s S ai �51�Eta Id o Far r,!tu i rJ 5 tra?p,- 6n?,,t p•E 4uui• Temj►,--, v", '/z A 36 Gott, o .SAP IFor � o � Z'4b �� ofi �r� = 15o0Psi F = 3(o o co ps's h6 0.2 wz Ap= 7� �1 �.ic.k. ror.� g or 1 '`1'9 0 }bs f � ---- Cori �C�=.(j =2 �X $ t;-eL A36 WaSh•rs... art ureJ ---7F'be' oj. 27. -F-6 (wo*J) — %goo .75 q �)l-��czicn)Ciiq�_ta )}.� 5�45�si t9OD)C!• ?3) = 532 psi 59S psi a-4-- 1 �Vi,n�n Ca•9-t} Co.-T5�C2/5X�4��C�.14)=gd 16.x-►�":'� !ml;S =-4a 9 L v 4 5 )r t a 1-n-4 I eM S ivtit O A A c.11ci r B0 fits 35510 4 L Ww a l,1 e T�c i try u-^ `l L t#3G , W-wb l - cmt c v;,-t --� Ft ; 14 0 Ids (Sce above Atluwc ,'Ote Sltea - a-%., I/Z'• + Al L. bo lts 350 or 0.l2 R6 F� 14 1,1�Z,�alt� 'Si►�r� 350 /C15oo)fa•Z} = 115-7 lbs Y o r (o• I2)�o•z)t 36,000) = $�� Ib s . r -ems, Y—e- ylr�L� ScG S Gtee�� Dato Sheet /off0 Fv,i t� �¢s►c� S te,a-r Wa S PrAsfor vre. 5 tbr�• StWCt-&4.rz� • r -T1�►e Fo t:l��► cl e i'K;t►=o�► .f �ir��eY��. ��' tl,rou�ko& � c tj oa ti to• ; - See ot-tta j%tj �r pLa v% FOA w 04 to ca-t io-v+ r � Jes;j-o^us extCEri�f Wallt 4�1*ilt �= c�et Mff "?�towior ter :- '1"�;b�t !-�. ;Qoa w i dU, C►-e :- See a _aC.I.eJ RO y fFFecbJe LP ,JtL, o� W4A WbicL YeSiSt" Slnear (,. U 1t tt - tiJa� keg�ht t rrra pl s� 0 Wait Pry - %. "-�►K:- E% ttivd hoop kc;014t -ftposa to acesskrt C MItg � -- spPL'� an4i�. wk�„ �oo� p� �5 more tl�• 7 to Q-- �'�j ?,Ce-ss uu ov% ee WL" PreSSwfc rh fOOP 41 a"UCALU whe4► ,fOOF Pith. i s more .4% -V- ACtkQ s6eAr Per Ir-t = F1 u �, .- D t Ca►r ?Co rcc 161( v f) C -P !z) 0 C t, 110..T ":- ©v� -Tu�C�nvi Ma- z*t"=CJtw)C-WXO 5)•C %r) r)CAY)(w-)(-t% �- .�� eCtidc r�ePt . �J�tl VJ1�;.�, Yes►sts "o•S'- dub = -� u n '�" a v "C%l:- Tewst-cm or co m frressi a% Q Wa LL fA4 s � 5 , �eq uirtc� Ar�+dY bolts s�c.r� sir GYier.�a 3 �Qr �x t'�-�►cr WctQ�:s:- �3tl,ot,�. ALLOW ©M TCWSidn Ti 1440 4,C C 7ltdyb s � ����-�i��, h�i�,e�' vii� $�Q 20►�r�o� yu Un�,SS Yta� ��erW lse: N(Ow . f�ote Shy �Y7rry►5��, 13 d lbs �� Iz4x'7 io sX . BoEt `�Z Q,S aNM1 fes, Baa w1 # S COC)Lv r►�►Ls, uy, s no - Sheet Date 5 !101 Fri 17 33 W'nere 'ir- = acts1nslit-evebot,t SP� Fv- s a.Uot AUc- s6mr Pc�- bolt t7evadr WAS —0 $6a)l( -v-) �vr i-rt — i� S = CI.33)C135o)/Clr") z 7'p Chooser A W-JUW'kl : -- in f rLww k ►2 t�►s�wt T a r c — 2 Y Incl �w�.c w►U, be F-rvvw% aAmvvu,,% S+msssw:` or u5cM�t� t' a.s t}�}zt�, t-�1� SA-, net's 27 B , -e�tc- See "A ee FoY S ems' w els Laao%,� aAJ 1:5'kee g S l%eax- co,-,2rU..c��UM S . •- .. .,� .� Fit �vie of tL►e twt st w+ both '� -. 5 . o �5: S�tc1wH dy+ fo;o w.:-. C Leat, u%e- bow W►Lt Y u2t Owr a J_i►a. SOEC Ar-L w;LL to.:5heizr - oSF-..For a Cowpktc faaibwrt ; kkws "'r,"0'r G•• Z hs�(adow-A capwtj + ZY C acct = Tor � d Tsi Fai&,,L& c 2V = 1400 lbi C 2 x 4 p -;t2. 151 –" 2� ` Z9 op ibs CZxB PIZ ��'P ) I----------------- -----^__----------F----------------- - ROOF PITCH UNLESS NOTED TO \ /r--------- / BE 742. ALL INTERIOR PITCHES TO BE MAXIMIZED AS 4,12 ALL OTHER CEILINGS,NOT ' NOTED 70 HE FLAT I ' CATHEDRALCATHEDRAL/' CEILING �I CEILING FLAT CEILING To PORCH , I . / I I 1 IIr{- /'PLANT SHE'F ---------------------------J ----------- JENTRY EFPLANT SH -------HALL _- -___ - -_-_-- H' FLAT BATH I I T B'FLAT CEIL JG CZ SE7 / I I I B' FLAT CEILING /I� Q / CATHEDRAL CEILIN -__--------_VoMt-cer�tbw.rs 1'10 1/2 1 I LAUNDRY s'«"� �"� / i G1TIEpK 6nth n d closet / I \ ---------____^GARA�iL- / I I I I S' FLAT CEILING /'/ erri (TRUSSES qa 1/ r I ----- DESIGNED FOR / STORAGE) 8' FLAT CEILING/ I RASTER MTR MASTER BDRN I / I 8'FLAT CEILING � I I O aaoc� I BEDROOM 1 BEDROOM 1 / I / / I ` CATHEDRAL / 1 CEILING I / No. (ft) (ft) (ft) (i5) (lb/ft) (it,f> ) (it) � ` X 30 417 22 C�= "Z" IS ALWAYS EQUAL TO 1.33 WHICH IS WIND MAGNIFYING FACTOR. WALL �A�,���ATI ��J � "NP" DESIGNATES THE NAILING SPACING AT PANEL EDGES AND SHEAR INTERMEDIATE SUPPORTS FOR EXTERIOR WALLS, OR THE SCREWS " AT THE PANEL EDGES AND INTERMEDIATE SUPDRTS FOR F FIRST STORYWALL$ ..''�'q OTHERWISE NOTED. ` " cOlOR WALL MEANS THAT 7/16" OS8 ^"tiFL EDGES AND AT 12"