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Permit 1007 Jasmine Street JOBADDRES4 TYPE WORK PROPERTY OWNERAnj j y— �.TM, THONE CONTRACTOR -o /�'��Tn TELEPHONE PERMIT rtt7M13ER_�� 09�DATE INSPECTION. FOOTING z z TIE BEAM LINTEL NAH"GISMAMING ;>1 FRAMIVGCOVER UP INSUTATTON FINAL BUILDING CERTiFIC.M OF OCCUPANCY ELECTRICAL PERW17� ;Iai3*�� INSPECTIONS ROUGE FINAL AMOMNICAL PERMIT INSPECTIONS ROUGE FINAL PLUMBIlNGPERM I I O 9-3 INSPECTIONS ROUMUNDER SLAB TOPOUT WA WER FINAL 'a` NOTE'S CITY OF ��ct�c i eacG - ��vctda 800 SEMILE ROAD ATLANTIC BEACH,, FLORIDAF32233-5445 TELEPHONE(904)247-5800 �-` FAX(904) 247-5805 SUNCOM 852-5800 DATE; -'�f7 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 20878 IN3 e4J za9S�f 1407 �Dq�6 .2q2544Avrl AO 3 c/1qf4 5" yerA eA 2 q 4 311�16 II Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY ! This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the follawing: Address: 1007JASMINE STREET Owner: BESTCON INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME 3 Use Classification: SINGLE FAMILY Permit Number: 20384 Date: 2/26/2001 M C— DON C. FORD, C.B.O. Post in a conspicuous space -----,___—� CITY OF �t��aatic �eae� - �Gvud� 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 DATE I- / 0- 01 JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS l 2 Is- 00*7 O—aa�2� Please call rte at 904-247-5826 if you have any questions. Slr ce"Wy, C�- ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address -zoo `7- 4� )A - Date //" 9 -06V Heated Square Footage A $ per sq ft D Garage/Shed @ $ per sq ft = $ Carport/Porch \� u @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio �� @ $ per sq ft = $ o C? TOTAL VALUATION: $ Tota Valuation 1st 000 Z716 _610G $ lC ata4 Remailhing Value $ per thousand or portion thereof TOTAL BUILDING FEE $ © + 1/2 Filing Fee $ �l® ( ) Fireplaces @ $15 . 00 BUILDING PERMIT FEE $ a WATER IMPACT FEE SEWER IMPACT FEE WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP S RADON (HRS) . 0050 $ .G SECTION H PAVING HYDRAULIC SHARES $ CROSS CONNECTION $ :Sr SURCHARGE . 0050 $ lo.3 Xr � OTHER $ GRAND TOTAL DUE $ 3 "Y17 9 . / ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : 8�0 Se CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247- 5877 _- TRICAL PERMIT a Permit Number: 21215 Address: 1007 JASMINE STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW I Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):4 Block: 181 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: ...,j Date Issued: 12/28/2000 Name: BESTCON INC. Total Fees: 50.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 50.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 12/28/2000 Phone: (904)246-3747 Work Desc: CS4/0 200AMPS 1 PH 3W 240V ALUM - NEW RESIDENTIAL SERVICE n. DYNAMIC ELECTRIC COMPAN ,,,tz cqa PERMIT 50.00 ROUGH ELECTRIC 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. ATLANTIC BEACH BUILDING DEPT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 -. ELECTRICAL PERMIT Permit Nber:' 21139 Address: 1007 JASMINE STREET Pe Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class f Work: NEW Township: Range: Book: 18 Propos Us E FAMILY Lot(s):4 Block: 181 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: Date Issued: 12/13/2000 Name: BESTCON INC. Total Fees: 50.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 50.00 JACKSONVILLE BEACH, FL.32250 _ Date Paid: 12/13/2000 Phone: (904)246-3747 Work Desc: CS4/0 200AMPS 1 PH 3W 240V- NEW RESIDENCE k: 21, STUART ELECTRICAL CONTRACTORS PERMIT 50.00 \ I r ROUGH ELECTRIC FINALELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTE LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FRO HIS 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. ATLANTIC BEACH BUILDING DEPT. CITY OF ATLANTIC BEACH MECHANICAL PERMIT j 800 SEMINOLE ROAD-ATLANTIC REACH,FL 32233-TEL: 247-5826-FAX: 247-5877 .PERIIIIfT INFORIYIATN' LQf,!A—TIONfiNFORMATION Permit Number: 21234 Address: 1007 JASMINE STREET Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):4 Block: 181 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 1/03/2001 Name: BESTCON INC. Total Fees: 43.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 1/03/2001 Phone: 904 246-3747 Work Desc: INSTALL HVAC GOI�ITRA $ r77L ..... MCGOWAN'S HEATING &AIR COND. PERMIT 43.00 i ROUGH MECHANICAL FINAL NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. .0 0 f43.@0 14 AT TIC BEACH BUILDING DEPT. CHECKS1@3/@1 01 keceipt: @@232@433 61180803221008 001@0@03221000 21433 rLirrkq BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERM)T CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, 11, 111, and IV. 1. LOCATION Street Address: � OF Intersecting Stree s: Between And BUILDING G Sub-division II. IDENTIFICATION — To be completed by all applicants, In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein. Name of Mechanical cGowan' s Heating & Air— Contractors Contractor (Print) Cond. Inc. Master CACO-18970 Name of �� M—4 8 Property Owner rJR�TQ( �/\. Signature of Owner Signature of or Authe End Agent .---�, Architect or Engineer III. GENERAL INFORMATION A. Type of hooting fuel: B. IS OTHER CONSTRUCTION BEING 0 Ekecteic THIS BUILDING OR SITE? ❑ Gas—❑ LP ❑ Natural ❑ Central Utility 1F YES, GIVE NUMBER OF CONSTRUCTION '? ❑ Oil PERMIT ❑ Other — Specify 6 IV. MWNM NICAL EQUIPMENT TO BE INSTALLED N�ATUOSE OF WORK (Prov' complete list of components on back ofthissff ) L.., RResidential or ❑ , Commercial Heat ❑ Space ❑ Recessed ' Centel O Floor U" New Building 011`Z Conditioning: ❑ Room Central ❑ Existing Building ❑ Duct System: Material Thickness ❑ Replacement of existing system Maximum capacity c.f.m. C&I"New Installation(No system previously Installed) ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Cooling tower: Capacity 9-pin. ❑ Other — Specify ❑ Fire sprinklers: Number of head- (3 Elevator ❑ Manlih ❑ Escalator (number) ( THIS THIS SPACE POR OFHCE USE ONLY ❑ :Gasoline pumps number) (Ro +) tank (number) Remarks ❑ LPG contoine (number) ❑ Unfired pressure vestal ❑ Ieikm Permit Approved ❑ Other — Specify Permit Foo.__ LIST ALL EQUIPMENT AM CONDITIOMNG AND REFRIGERATION EQUIPMENT Number Units DesicrlpUon Model Number Xanufachmr (C=)y App IMy C? NCS C.14 74 Pr n e,C. r U 61,0 cv `J, 0 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT PERMIT�INFOR#fIA'FtIDI<i. LOC/kTlQl�a'NF4RlYfA'CiQ1+� _` Permit Number: 21215 Address: 1007 JASMINE STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):4 Block: 181 Section: Square Feet: Subdivision: SECTION H Est.Value: Parcel Number: Improv. Cost: O` QRIItA 'lQN ' Date Issued: 12/28/2000 Name: BESTCON INC. Total Fees: 50.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 50.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 12/28/2000 Phone: 904)2413-3747 Work Desc: CS4/0 200AMPS 1 PH 3W 240V ALUM-NEW RESIDENTIAL SERVICE 11P -MBA. .. _,. : DYNAMIC ELECTRIC COMPANY PERMIT 50.00 X51_ .. ... ..:... . ..� . tita`rur• . ,: ,, r -- - -x- ROUGH ELECTRIC 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. f58.88 14 Date: 1/83/81 01 Receipt: 802304 ATLANTIC BEACH B1UlLbING T. CHECKS 2485 00100003221800 CITY OF ATLANTIC BEACH, FLORIDA Approvwd by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: /m* 42 7 49 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. cU .GCCea7 , �� . ELE RIICAL FIRM: MASTER ELECTRICIAN SIGNATURENEY JOUR NAME CD7 ADDRESS: (, RFD-BOX- BLDG. FDBOXBLDG.SIZE (BETWEEN: RES.( 1 APT.( 1 COMM.( i PUBLIC 1 1 INDUS.( 1 NEW( 1 OLD( 1 REW.( 1 ADDITION( 1 TRAILER 1 ► TEMP.( I SIGNS ( ) SO.FT. SERVICE: NEW( ► INCREASE( I REPAIR ( 1 FEE CONDUCTOR SIZE WO AMPS B COPPER ( I ALUM. 41' SWITCH OR BREAKER cPW AMPS PH 3 W 01 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 0.30 AMPS. 31-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT . 0.1 OVER MOTORS H.P. I VOLTAGE I PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN-7- L I - -- FORWARDED S TOTAL FEES CITY OF ATLANTIC BEACH, FLORIDA al 13 Approwd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: W2,000 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. _ STyAitf &fe 'n-u— 2L2oojag �/ ELECTRICAL FIRM- MASTER ELE RICIAN SIGNATURE JOURNEYMAN NAME ��t J -ADDRESS f a C� 7 �c,yn„.�c RFD BOX BLDG.SIZE BETWEEN: RES.(✓1 APT.( ) COMM.( 1 PUBLIC( ) INDUS.( 1 NEW(,I- OLD( 1 REW.( 1 ADDITION I ) TRAILER ( ) TEMP.I 1 SIGNS ( ) SO.FT. SERVICE: NEW( 1 INCREASE( 1 REPAIR( 1 FEE CONDUCTOR SIZE c' AMPS Z V ' COPPER 1 ALUM. SWITCH OR BREAKER Z off' AMPS PH 3 W I L`IQVOLT '";`f( RACEWAY EXIST.SERV.SIZE AMPS PH I W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS I CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. I 3t.%00 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OV CA APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CE1L HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. IND. KVA I NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE I SWITCH FLASHER EACH SIGN FORWARDED s TOTAL FEES CITY OF ATLANTIC BEACH -EPARTMENT OF BUILDING I 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT P€R y T INFORMATION., I.0C1 'ION lNEt3RaT1nN Permit Number: 21083 Address: 1007 JASMINE Permit Type: PLUMBING ATLANTIC BEACH, L JLL J.T Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):4 Block: 181 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: f3WN Date Issued: 12/04/2000 Name: BESTCON INC_ ' Total Fees: 60.50 Address: 910 OWEN AvEIN-t r Amount Paid: 60.50 JACK2--7- Date Paid: 12/04/2000 Phone: (904)24f Work Desc: INSTALL PLUMBAIING IN NEW HOME - DON HARRIS PLUMBING PERMIT 6 50 UNDER SLAB PLUMBING SEWER/WATER TOPOUT FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FP - SPACE, AND MUST BE CLEARED UP AND HAULE_ •:A. --; _'!T�_R o : -_ -_ __ �u*v_:'= "FAILURE TO COMPLY WITH TU= f`nUQT01 IrTlnM i 11=1161 r AW r_eN Raz.E: T AN I T _- - •_ OWNER PAYING TWICE FOR- ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF T nia PERivu a AN au8JE C, Ga.LVz-0C s 3-1 FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. , C %8-5014 Site: 12/99/99 91 Receipt: 991ti936 ATLANTIC BEACH UIL EPT. OEM L_- 9919999321999 i CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: BUILDING CONTRACTOR: ,_,� "k _�,c A PLUMBING CONTRACTOR DON HAR-RIS PLU%,!P—,!N,('�, CO AND ADDRESS: F. 0. BOX 14603 wTl:w i TELEPHONE NUMBER: (904) 772-0900 C F C - 0 19 19 4 STATE LICENSE NO: (� TYPE OF BUILDING: `� o rls� rod- Cj`n TYPE OF WORK: C-� /-Cl zzL'1� HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS (_SHOWERS LAVATORY WATER HEATERS BATH TUBS ( DISHWASHERS 'URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS QT8 TOTAL FIXTURE COUNT: s $3.50 + $15.00 = $ io ,�`"' �� - 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) 247-5825 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 20984 Address: 1007 JASMINE STREET Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: - Book: 18 Proposed Use: SINGLE FAMILY Lot(s):4 Block: 181 Section: Square Feet: Subdivision: SECTION .H Est. Value: 0. ,Parcel Number: Improv. Cost: 90,000.00 E", 5 Date Issued: 11/14/2000 Name: BESTCON INC. Total Fees: 3,479.10 Address: 910 OWEN AVENUE Amount Paid: 3,479.10 JACKSONVILLE BEACH, FL 32250 Date Paid: 11/14/2000Phone: (904)246-3747 Work Desc: CONSTRUCT NEW HOME - HSF 1410 -W - k —0 TRA FE BESTCON, INC. PERMIT 630.00 WATER IMPACT FEE 390.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 85.00 RADON GAS-H.R.S. 6.69 RADON CAB 5% 0.36 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 SEC H IMPACT FEE 750.00 CONST.SURCHARGE 6.34 SCHARGE/ATL.BCH. 0.71 x 4d TREE BARRICADES FOOTING SLAB FRAMING COVER UP FINAL BUILDING CERTIF/OCCUPANCY INSULATION NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW'. Operator: ILANiER Date: 11/15/9e @I Receipt: 11115m Total paymt 13479.18 LATLANTIC BEA)H BUILDIG_DE PT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826—FAX: 247-5877 PERMIT INFORMATIONF _g � . ,: .� ;, C TIONIN '2,040 Permit Number: 20984 Address: 1007 JASMINE STREET Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):4 Block: 181 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: 90,000.00 Date Issued: 11/14/2000 a Name: BESTCON INC. Total Fees: 3,479.10 Address: 910 OWEN AVENUE Amount Paid: 3,479.10 JACKSONVILLE BEACH, FL 32250 Date Paid: 11/14/2000• Phone: (904)246-3747 Work Desc: CONSTRUCT NEW HOME - HSF 1410 Q A BESTCON, INC. PERMIT 630.00 WATER IMPACT FEE 390.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 85.00 RADON GAS-H.R.S. 6.69 RADON CAB 5% 0.36 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 SEC H IMPACT FEE 750.00 CONST.SURCHARGE 6.34 SCHARGE/ATL.BCH. 0.71 rra , r TREE BARRICADES ` `FOOTING SLAB FRAMING COVER UP FINAL BUILDING CERTIF/OCCUPANCY INSULATION - NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY`WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operat : AmIER late: 11/i 86 11 Receipt: 9811535 .Past (3479.18 ATLANTIC BEA H BUILDING--DTotal_ EPT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 .. . , PERMIT INFQRMATI. — L ' C TIO INEORMATIQN Permit Number: 20984 M k Address: 1007 JASMINE STREET Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 18 Proposed Use: SINGLE FAMILY Lot(s):4 Block: 181 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: 90,000.00 t.. QIN l e F RAlIATIQ .; Y Date Issued: 11/14/2000 Name: BESTCON INC. Total Fees: 3,479.10 Address: 910 OWEN AVENUE Amount Paid: 3,479.10 JACKSONVILLE BEACH, FL 32250 Date Paid: 11/14/2000 Phone: (904)246-3747 Work Desc: CONSTRUCT NEW HOME - HSF 1410 BESTCON, INC. PERMIT 630.00 WATER IMPACT FEE 390.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 85.00 RADON GAS-H.R.S. 6.69 RADON CAB 5% 0.36 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 SEC H IMPACT FEE 750.00 CONST.SURCHARGE 6.34 SCHARGE/ATL.BCH. 0.71 TREE BARRICADES FOOTING SLAB FRAMING COVER UP FINAL BUILDING CERTIF/OCCUPANCY INSULATION NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i. Operator: A MiIER Dater 11/15/99 91 fttceipts 1611535 �-�- Total Paytent $3479.1# ATLANTIC BEA H BUILDI DEPT. PROPERTY DESCRIPTION r # , Block #X Section # ,division: Street Name DESCRIPTION. Or :WORK; . or Address-1007- �Z /�IilAA- SAX4Lt__ (If in a FLOOD HAZARD Flood Zone.: ,� area complete page 3) Bripf /U".> .�t. Class of W k: ew Remodel/Addition.—'// ZONING INFORMATION Type of Construction: ZA;66CL "49_ 41 Zoning AA r� ^^ Proposed p District: JW oL- Use: Estimated Value �S,/ 70i/��• Exceptions or Variances Materials.. L<X�� s/LL�hs Granted �Y��11 — Solid or 4= n_ ,, Ground•. Roof: s Z X 2V Methodof Heating: Pb ry�, r_ OWNER INFORMATION BESTCON, INC. 2440 South Beach Parkway Property Owner: Phone: Mailing Address jackson0le Beach, FL 32250 GIM 246-3747 Zip: CONTRACTOR INFORMATION BESTCON, INC, Contractor: 2440 South Beach Parkway Phone: Mailing Address: jacksonville Beach, FL 904 24&3747 Zip: Q Expiration STATE LICENSE NO: C--I (D� Date: • I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE 7.,�227,26e>d Contractor Signature `�" DATE �7 o240 Ks 4N TO ANDS SCRIBED BEFORE ME BY / CL //G �S THIS o27 DAY � ,�Z. ,LIA. 199000 q"4LWY'��te NOTARY PUB NOMM PUBLIC.STATE OF FLORIDA W OMMMION EXPIRES DEC.26.2009 OOYMi8SI0it M0.CCY9T�1t FLOODPLAIN DEVELOPMENT INFORMATION Location:: Type of Development: �S Flood Zone: X Required Lowest Floor Elevation: If budding 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 Aclrnowiedgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed velopment. Date 9 o2 7 00o Applicant's Signature �----- Department Use: Required Lowest Floor Elevation As Bunt Lowest Floor Elevation Survey Fred with Building Department Building Department Representative CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must submitted with seven(71 carries and received by 5 PM on Friday ten f 101 days p for to the scheduled meeting in order to be placed on the agenda. * INCOMPLETE APPLICATIONS OR R INACCURATELY MARKED SITES WILL NOT BE PROCESSED. 2440 South Beach Parkway S Inc Jacksonville Beach, FL 32250 1._ & i-e-161z904 246-3747 APPLICANT NAME ADDRESS TELEPHONE 2. &0�t Mt2 ADDRESS OR LEGAL DESCRIPTION OF TREE OVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: / C-14j s Curr 6ea- C . 4.HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES ❑ No NOT SURE 5.PROPERTY ZONING: V RESIDENTIAL ❑ COMMERCIAL 6.LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER * EXTERIOR ZONE** *Diameter at Breast Height(DJUL)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. 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 (DBH) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an'X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging, paint or tape. C) The front property corners 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 II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. �- U 111 p 'cant's Signature Date ' U 0 , Owner's Signature Date CITY USE ONLY: Tree Conservation Board Chairperson Date OCT 05 100 16:05 CLARSON 237 P02 MAP SHOWING PLOT PLAN OF LOT 4, BLOCK 1819 AS SHOWN ON MAP OF SECTION "H" ATLANTIC ,;: BEACH AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE: N01'22'00"W FOR THE EASTERLY ft,/W LINE FOR CAMELIA STREET, FOR: FSTCOAL. INC. TREE LEGEND OAK TWIN OAK HICKORY PALM MAGNOLIA x L O T L O T L 'O T 3 4 5 9 L 0 C K 1 8 2 0 50.0 f �'3 ZS01 *22'00"E (LB 3967) 4' CHAIN-UNIS FENCE �• (Nb"CJV7 ; 17' B L O C K 11" 1 6 1 ? L C> ?" AJC 11" PAT 0 ' w 0 N O "® y 0 cn W it O 9 e" I Cj p Lf) 00 r < L - ,N :oma g" 8� :. 3 0.a 41 to 17" N D N 01 *2 2' 0 0" 50. 14: J A S M I N E S TR E IE T OCT 05 '00 16:05 CLARSON 237 P02 MAP SHOWING PLOT PIAN OF LOT 4, BLOC ' 1810 AS SHOWN ON MAP OF SECTION "H" ATLANTIC r BEACH AS RECORDED IN PLAT BOOK 16, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY FLORIDA. BEARING REFERENCE: N01'22'00"W FOR THE EASTERLY R W LINE FOR CAMELIA STRIA FOR: FSTCOBL INC. TREE LEGEND OAK t TWIN OAKJ'�Lr.�C.�. t I� HICKORY ., PALM ! MAGNOLIA i s 4 � L O T L O T L ;O T 3 4 ; S Bd36117) 0 c K 1 B 2 s 50.0 1 '22'00"E{ 4' CHAIN-LINK PENCE ��"C •Y 17" B L O C K it" L ,t O A �" Ale L ' )11". p�kY a 1 w w PAT 1 i O :o> 0 ,�" .s 14 a I O M N m N 10 5,ui a0 cn In t Ql y kjI) Qc �W 5 z 7" >R14ha 4 3-10 ii O J O b ? J e ( 0 LO :} 0p 1n• • N 00 ,zoo s" 8 00 t J z 1i" rN 0D , N 01 *2 2' ' 0" 50. J A S M I N F Q T R F" T PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: /007 f t !►O J T' r OWNER: 3 ,E�-S 1 C D 0 [� 1. Determine Occupancy Classification of the structure. Select occupancy classification 3 which most accurately fits the use of the Building. (Chapter B3) 2. Determine actual physical properties of building. [� 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) [✓1 d. Determine building height in stories. (Story definition Chapter 132) [✓� e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 132) [✓f f. Determine percent of exterior openings per floor. 3. Determine minimum Type of Construction necessary to accommodate proposed structure. T`flo (Chapter 136) a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table 8500) b. Check allowable height and area increases permitted. (Chapter 135) [r]' 4. Check detailed Occupancy requirements. (Chapter 134) [ 5. Check detailed Construction requirements [�} a. Fire Protection of Structural Members(Chapter B6 &Table B600) [✓j b. Fire Protection Requirements(Chapter B7 and Table B700) 1VT 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) �j 6. Review design as related to standards. (Chapters B16-B26) [� 7. Check other requirements as necessary. [, ] a. Construction projecting into public property(chapter B32) b. Elevators and conveying systems(Chapter B30) [ ] C. Sprinklers,standpipes and alarm systems (Chapter 69) [ ] d. Use of combustible materials on the interior(Chapter 68) (✓]� , e. Roofs and roof structures(Chapter B15) [•� f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other - too CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: 0 (. zr�iA Don C. Ford, Building Official',,, don/sb.1 s i G1 i ' T11 0 I 0 I t 269649 1t� t z 4 � ca i 3IGNER: PRT JOB # GATE: 1�+SEPOO CUSTOMER: JOOSO26 BESTCON, 1NC. iK. BY P I rs t SOUrm`ce PROJECT: LOT 181-q RTI RNTTr _ REV. : Of Jacksonville, Inc. PLAN # 1213 ELFU Truss Division Connector List Page 1 of 1 Date: 9/14/00 ANSI/TPI 1-1995: Yes Job ID: J009026 Job Info: BESTCON, INC. CST Version 1 . 02 Hanger Label: T6-T7 Simpson connector: HUS26 Quantity: 3 Carrying Member Fasteners (Face) : 14 16d Carried Member Fasteners : 4 16d Carrying Member: Truss Girder ID: T14 Width: 1 ply Depth: 2x6 Species: SP Carried Member: Truss ID: T6-T7 Width: 1 ply OWH: 0 3 8 Species : SP Uplift Load: 490 Duration: 125% Down Load: 1092 Duration: 1000 Material List Quantity Model No. --- Special Order --- 3 HUS26 NOTE: Design load values for 16d and 10d common nails on single ply carrying member applications have been reduced for the nail penetration amount. Refer to current Simpson Strong-Tie catalog ' Plated Truss Construction Connectors ' for additional information. 16d refers to 16d common wire nails 10d refers to 10d common wire nails 16d sinkers may be substituted for 10d common nails SDS 1/4x3 refers to Simpson Strong-Drive 1/4x3 wood screws (JO09026--LOT 164-4 - T1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 'OP CHORD 2x4 SP #2 N :T2 2x4 SP #1 N: 2 Complete Trusses Required IOT CHORD 2x4 SP #2 N :B2 2x4 SP #1 N: WEBS 2x4 SP #3 :W6, W8 2x4 SP #2 N: NAILING SCHEDULE: (12d-box-nails) TOP CHORD: 1 ROW @ 12" o.c. BOT CHORD: 1 ROW @ 12" o.c. .00 iPH WIND. 15.00 FT MEAN HGT, SBC, WEBS 1 ROW @ 4" o.c. INCLOSED BLDG, LOCATED ANYWHERE IN ROOF, USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. IN EACH ROW TO AVOID SPLITTING. it HIP SUPPORTS 7- 0- 0 JACKS WITH NO WEBS. CALCULATED HORIZONTAL DEFLECTION IS 0.28" DUE TO LIVE LOAD AND 0.23" DUE TO DEAD LOAD. )EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X7 = W1.5X3 III W3X4 = W5X9 T2 W1.5X3 = W1.5X3 W6 6 r N8 -, 6 B2 4 W5X7= W3X7 2-0-0 HS612 -� �8-1-2 W3X7(A1) W1.5X3 III W3X9 = W3X5(A1) LE2-o-Dal L<2-0-0->1 �F7-0-0 �.�� 12-6-0 �� 7-0-0 3l 6-3-8 T 7-5-8 T 12-9-0 1 26-6-0 Over 2 Supports R-2005 U-840 W-3.5' R-2007 U-840 W-3.5- PLT TYP. High Stren th,Wave TPI-95 Design Criteria: TPI STD 19.Obl QTY:1 FL 1 R - Scale -'WA RN ING•• TRUSSES REQUIRE EITREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F J A X- -5 3 6 3 4 •?¢ACING. REFER TO HIB 91 (HANDLING IVSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I Y5'EqT ITUTE.INS S93 D'0NoFR to DR., SUITE 2C0. MADISON, 11 53)19). FOR SAFETY PRACTICES PRIOR TO Y,�L NVirT c --'-- STq ICTURAI PANELS`UBOTTCMSCHORDE SHALL HHAVE SA PROPERLYDATTACHEDTO CHORIGID CEILING.SHALL HAVE PROPERLY ATTACHED Q 4�p11Ft 'O TC DL 7.0 PSF F DAT E 09/19/00 — ..I-PCRTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED = 96 BC BC DL 10.0 PSF DRW BFSUSJAX 00263118 cQ^OUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANr OE TIATION FROM THIINGS DESIGN; ANY FAILURE TO �NG AND 1 9 'Y6O * _ egArI NGHE TT USI S'N COTHCS~OE SIGYICOYFORMSPI OYITNAADPI ICABIBRIC T E DRO YISIONS"AIOLSOFPNDS4(NATIONAL 11 STAL IDE DESIGN T OF ; B C L L 0.0 PSF B F S-ENG /DH ALPINE Sirf1FICATIOY DUBI(SHED THE AM[gICAY FORE ST AND DA PER ASSOCIATION) AND TDI, ALPINE i♦. _Cc%% ARE MADE OF 2CGA ASTM A653 GR40 GALT. STEEL EICEPT AS NOTED, APPLY CONNECTORS To .... TOT.LD. 37.0 PSF SEAN - 34301 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER •I MAL E�` — 6¢+vIYGS 150 A 2. THE SEAL OY THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.2 5 FROM P A T Bi11I �IIS15011f1YC ¢E Sr OYS181LttY SOLELY FC THE TgUSS CCWOYE NT DESIGN SHOWN. THE SUI TA 8Il IT AND USE OF THIS �iClfaflgllt'R ANSI/TDITI`P935YSFPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0" (JO09026--LOT 164-4 - T2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 'OP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ;OT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.20" )EFUCTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. DUE TO LIVE LOAD AND 0.16" DUE TO DEAD LOAD. W5X6= W1.5X3 III W4X8 = W1.5X3 III W1.5X3 6 F- -I 6 4 W5X14 B 2-0-0 <= �- 8-1-2 W3X7(A1) � W4X10 = W3X8 W3X4(A1) W1.5X3 III L*2 0-0-:;.1 L<2-0 0-31 (, 9-0-0 _I_ 8-6-0 _�_ 9-0-0 �{ f 6-3-8 T 7-5-8 1^ 12-9-0 1 26-6-0 Over 2 Supports R-1092 U-500 W-3.5" R-1092 U-500 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 QTY:1 FL 1 R - Scale ••WAR%IN;— T4aSSE5 R*:U114E EITRF-E CA4E IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 PSF REF JAX- -53635 ?:ACI%;. REFER TO HIBI71 (HANDLI%G IN AND BRACING), PUBLISHED Br TPI (TRUSS PLATE 13 1. CTI ES PR OR TO S`R•^T URAL THESPAME$FU CTTC SORn�7E`SAO`H--W`SE ;%'DPEATED. Top RLY ATTACHED ORDD'I DACE"HAVE PROPE CR ATTACHED p�4.�a' a=iru,•.sT9G TC DL 7.0 PSF DATE 09/19/00 •-1—ORTANT"• FC4%ISH A CC:Y OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED /gp•44s88 BC DL 10.0 PSF DRW BF SDSJAX 00263119 '-'^' - 4,SVC%SIBLE FCR AVr DE TIAT ION FROM THIS DESIGN; ANY FAILURE TO •"..'.CT$, INC.I%C. 5H 411 %DT P[ [ • 87?l7 THE T4055E5 I% CC\[C4-+VCE WITH TPI: OR iABRICA TIN5. HANDLING. SHIPPING. INSTAL II NG ANDS 19 `+6D "- __ ALPINE e4i':1%5 OF T4USSES, THIS DESIG% C^%[C4-S WITH APPLICABLE PROVISIONS OF Nos (NATIONAL DESIGN T pp :° BC LL 0.0 PSF BFS-ENG /DH <:F CIFICATIC% PUBLISHED BY THr AMERICAN F^REST AND PAPER ASSOCIATION) AND TDI. ALPINE Q'. {V� ---- ----- C'NNECTNS A4E •ADE 9i 2;A AST-A6S3 G4ep WIN. STEEL. EICEPT AS NOiFD. APDLr CONNECTORS TO 1• TOT.LD. 37.0 PSF SEAN - 34215 Ea..H FACE OF T¢L55. A%7 C%LE55 OTHERWISE LCC T.0 ON THIS DESIGN, POSITION CONNECTORS PER �ONAI E -- DRAWI%J5 160 A.I. THE SEAL CV THIS CRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F R 0 M P A T � ,�F es, 4FS�^%5191L1TY SOL FC4 THE TRUSS CCS'^VENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �/IC�701M111IC.f1 C—^%[%T FCR ANY PARTICULAR BU 11 D"%G IS THE RESPONSIBILITY Oi THE BUILDING DESIGNER, DER +NSGTPI I t996 SECTION 2. SPACING 24.0" (JO09026--LOT 164-4 - T3) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, 30T CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP ¢3 WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.22" )EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. DUE TO LIVE LOAD AND 0.17" DUE TO DEAD LOAD. W4X10 W5X5 = W1.5X3 III W1.5X3 III W1.5X3 61— —16 J 4 W5X14 = 2-0-0 i +8-1-2 W3X7(A1) W7X8 W3X4(A1) W1.5X3 III W4X10 = 1F2.0-Da1 LE2 0-O-�.J 11-0-0 -A- 4-6-0 —1- 11-0-0 J 1- 6-3-8 T 7-5-8 �T` 12-9-0 Le 26-6-0 Over 2 Supports R-1092 U-490 W-3.5" R-1092 U-500 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 QTY:1 FL 1 R - Scale —WARNING— TRUSSES RECUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F J A X- -53636 SRACI NS. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE STITUTE IO R. SUITE 11 5 THESESTRUCTURAL PANELS.UBOTTCMSDC HORDESHA0t HET2CR I'E SADDRODERYrDATTAC HECH DORIGIDACEILIN6 PROPERLY ATTACHED Q�'4aj '� T C D L 7.O PSF DATE 09/19/00 ••IMPORTANT— FURNISH A COFr OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No. goo BC DL 10.0 PSF DRW BF SUSJAX 00263120 FROOUCTs. 111 SHALL NOT BE RESPOY$IBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO S 1.1 AND 19 'TOO ;# --- DRAG DI NGHOFTa4U55E$USSESIN COTNISMDE S IGYANC ICOYF ORMSTH TO YITHAADDIICABIE PRO ISIONSSOFPN05G(NATIONAL STAL IOESIGN ,j{� F B C L L 0.0 P S F B F S-ENG /D H ALPINE S-ECIFICATION PUBLISHED Br THE A•ERICAY FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE !A� C"YYECTORS ARE BADE OF 2C GA ASTM A653 GRaO GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.LD. 37.0 PSF SEON - 34217 EACH FACE OF TRUSS. AYO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER NAt E -- CRAVINGS 160 Al- THE SEAL OY THIS CRA WING INDICATES ACCE DTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F R 0 M P A T BU11dCf5� � 4ESPC11 1 Tr SOLELY FCR THE TRUSS COMn'ONE%T DESIGN SHOWN. THE SUITABILITY AND USE OF THIS _ Jacksm%illt.('�. ANSI rtD yT]`10995NSECilOYT 2L AR BUILDI NS I$ THE RE$DONSIBIL tir OF THE BUILDING DESIGNER, PER SPACING 24.0 H (JO09026--LOT 164-4 - T4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. FOP CHORD 2x4 SP 42 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, 30T CHORD 2x4 SP 12 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP =3 WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF, CALCULATED HORIZONTAL DEFLECTION IS 0.19" )EFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD. W1.5X3 III W4X4 III W 4 X 6 W1.5X3 W3X4 6 r— —I 6 4 W5X7 = 2-0-0 W4X14 - -�$ 1 2 W3X7(A1) W3X5= W3X4(A1) W1.5X3 III 42 0 DaJ 42-0-o-�.J 13-3-0 13-3-0 6-3-8 7-5-8 12-9-0 rF 26-6.0 Over 2 Supports R-1092 U-560 W-3.5' R-1092 U-520 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:1 FL 1 - R Scale —WARNINS" TRUSSES RECU!RE EXTREME CARE 1N FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F J A X- -5 3 6 3 7 BiL:jNG. REFER TO HIB 9I (HANDLj%S INSTALLINS AND BRACING). PUBLISHED BT TPI (TRUSS PLATE SUITE 2.10. 1 53719 0 SAF TY RACTICES PR OR TO 5LH `RZCTORAL CAMEL S`LBOTICMS.UNLES°A LOLHHASESADIINDICATED. ERLY TAC HCHED ORD G SHALL ID CEI LINGP PROPERLY ATTACHED CpG�p pC1�'�p T C D L 7.0 PSF DATE 09/19/00 "-ORTAYT•• FCRNISH A rC:Y OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED : No.µ88a BC DL 10.0 PSF DRW BF SUSJA% 00263121 i:D UCTS. INC. $BALL NOT BE 4ESMNSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO j ALPINE THE TRUSSES IN CC%1CR-AYCE WITH TCI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND r 19 BC LL 0.0 PSF BFS ENG SDH BRACINS OF TRUSSES. THIS DESIGN CONFCRM5 WITH APPLICABLE PROVISIONS OF NDS NATIONAL DESIGN �FE^ F Cc%%ECIC.LTI CY CC°115 HED BY iAc AMERICAN FOREST AND DA CER ASSOCIATION) AND TPI. ALPINE ( _ -0 ------ C CN NE CTCRS ARE MACE OF 2CGx ASTM A553 GRtO GAL Y. STEEL. EXCEPT AS NOTED. ADDIY CONNECTORS TO •� TOT.LD. 3 7.0 PSF S E Q N - 7 1 0 0 9 EAC4 FACE OF TRUSS. AND U'VLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS DER NAL E CRAWINGS 360 A 1. THE 5EAI OY THIS CRAWL NG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F ROI`') M S K �OII s RESCCN5I BILI TY SCLELY FCR THE TRUSS COK'O%ENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �T� �. CCwPONENT FOR ANY PARTICULAR BUILDIY5 IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. DER :%SVTPI 1 1995 SECTION 2. SPACING 24.0" (JO09026--LOT 164-4 - T5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. FOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, 30T CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.19" DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD. W1.5X3 III W4X4= W 4 X 6 W1.5X3 W3X4 6 r —I 6 4 W5X7= 2-0-0 W4X14 - -�-8-1-2 W3X7(A1) W3X5= W3X4(A1) W1.5X3 III L*2 o 0->1 LE2-0-0->J 13-3-0 13-3-0 6-3-8 7-5-8 12-9-0 30 1 fE 26-6-0 Over 2 Supports R-1092 U-560 W-3.5" R-1092 U-560 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD 18.20 QTY:1 FL 1 R - Scale "WARNING" TRUSSES RECUIRE ETTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND e RACING. REFER TO HIE 91 (HANDLING IYSTALd lN, AND BRACING). PUBI ISHfO Br TDI (TRUSS PLATE T C L L 2 0.0 P S F R E F J A X- -5 3 6 3 8 INSTITUTE. 563 D'ONOFRIO DR.. SUITE 2CO. MADISON, WI 53119). FOR SAFETY PRACTICES PRIOR TO v�L HOsj. FERP C4MINS THESE FDNC TIONS. U4LESS OTHER NI SE INDICATED, TOD CHORD SHALL HA YE PROPERLY ATTACHED p�':•Riip•••• 4 TC DL 7.0 P S F DATE 09/19/00 STRUC TUR At DANEI S. BOTTOM CHORD SHALL HAYS A DROPERLI ATTACHED RIGID CEILING. .•V� '•1j:•.O ••IMPORTANT•• FURNISH A CCFY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO.44996'T BG DL 10.0 PSF DRW BF$L)$�(1X �02(3I22 tR^DUCTS. INC. S"ALL YCT eE RESPONSIBLE FOR AYT DEYIATION FROM THIS DESIGN: ANY FAILURE TO j• —I'D THF TRUSSES IN CCYFC4HAVCE KITH Tcl: O4 FABRICATING, HA NOLING. SNIPPING, INSTALLING AND 1; I9 ''�� * --- ALP I NE e4ACING OF TRUSSES. THIS DESIGN CC TC4M5 WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN T F % BC LL O.O PSF BFS-ENG /DH S=ECEFICATIOY CU eL(SHED BT THE AMERICAN FOREST AND DARER ASSOCIATION) AND TDI. ALPINE '• � TOT.L D. 37.0 P S F S E A N - 71012 C^NNE CTCRS ARE HARE OF 20GA ASTM A653 GR40 GAL Y. STEEL. E KEPT AS NOTED. APPLY CONNECTORS TO E+CH FACE OF TR SS. AN UNLESS IT-ER SE LOCATED ON THIS DESIGN, POST TION CONNECTORS PER NAI CRA vINGS ]50 A2. THE SEAL OY THIS DR AWIY, INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F R 0 M M S K 81lIWCIT FibstSoymc ;ESF.'wl1LITT SCLEIY FC4 THE TRUSS CO-!0 NT DESIGN 5HWN. THE SUI TABIL ITr AND USE OF THIS r FCq YPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jw s"Ifle.FL ANS!ITPI11995SECTION2SPACING 24.0" (JO09026--LOT 164-4 - T6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP £2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP £2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE, WEBS 2x4 SP #3 WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.19" DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. DUE TO LIVE LOAD AND 0.16' DUE TO DEAD LOAD. W1.5X3 III W4X4 W4X6 W1.5X3 =— W 3 X 4 6 r 6 J 4 145X7 = 2-0-0 8-1-2 144X14 = W3X5 = W2X6(A1) W2X10(A1) W1.5X3 III I L<-2 O OBJ 13-3-0 _Is 13-3-0 31 6-3-8 T 7-5-8 r 12-9-0 26-6-0 Over 2 Supports R-1099 U-560 W-3.5' R-973 U-420 PLT TYP. Wave TPI-95 Design Criteria: TPI (STD 18.20 QTY:2 FL 1 R - Scale ••WARNING•• TRUSSES REC71gE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F J A X- -5 3 6 3 9 BUCIVG. ¢f FE¢ TO HIB 91 (HANOI ING INSTAILIN; AND BRACING). PUBLISHED BY TDI (TRUSS PLATE n�V INSTITUTE. 553 D'ON^FRIO DR., SUITE 2C0. MADISO V, YI 53119). FOR SAFETY PRACTICES PRIOR TO vW..... L (/ SERF CRMI VG THESE FUVCTICNS. UNLESS OTHE3vISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED pa:••' lq'•••..4 TC DL 7.0 PSF DATE 09/19/00 S'R7:TUq AL PANELS. BOTTC-CHORD S°ALL H+TE A DgOPERLY ATTACHED RIGID CEILING. ;.-OgTANT" FURNISH A CCPY OF THIS DE SI GV TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 14p•,µ988 BC DL 10.0 PSF DRW BFSUSJAX 00263123 '¢_DUCTS. INC. SHALL NOT EE RES=ONSIBLE FC4 ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _ +fD THE T4USSf5 1V CCNPOq"AVE WITH TDI: OR fABRICATIKG, HANDLING. SHIDDINGi INSTALLING AND 19 T wO * B C L L 0.0 P S F B F S-ENG /D H ALPINE ING OF TRO$$ES. THIS DESIGN fCNFOR`•S WITH AC DLICAELE PRO ISI OF NDS NATIONAL DESIGN / /IJ, TE OF SSE CIF IC ATI CV cOBLISHED BY THE A`•E RICAN F03EST AVD PACER ASSOCIATION) AND TDI. ALPINE r// '•:• — —- C:NVEC TO RS OA NA DE CF 2:GA ASTM A553 GR4 GALY. STEEL. EACEPT AS NO TE O. APPLY CONNECTORS TO .R��•'' � TOT.LD. 37.0 PSF SEON - 71015 EAC4 FACE OF T¢L'S 5. AVD UNLESS OTHERVI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS DER CR+viNGS 15D AZ. THE SF AL CV THIS C4A vING lNDI CA TES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.2 5 FROM M S K Builde E FustSource gESPCVSIBILITY SOLELY FC4 THE TRUSS CC--ONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS JactaaFallo FL C^.TNEVT FO¢ ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSITTPI t 1995 sECTI. 2. SPACING 24.0" (JO09026--LOT 164-4 - T7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP 13 WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.20" DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. DUE TO LIVE LOAD AND 0.15' DUE TO DEAD LOAD. W4X4= W3X4 W 4 X 7 W1 5X3 =— W3X4 a 6 r —i 6 J 4 W5X7 =_ 2-0-0 W3X7 = 8-1 -2 W3X7(A1) W5X7 = W3X5 = W3X4(Al) W1.5X3 III L*2 0 Dal L<2 0 0-�.1 13-3-0 13-3-0 6-3-8 8-7-8 11-7-0 26-6-0 Over 2 Supports R-1092 U-480 W-3.5' R-1092 U-490 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STD 18.2f3 OTY:7 FL 1 R - Scale =.25" Ft. ••WARNINS" TRUSSES RECUIRE ELTRErE CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F J A X- -5 3 6 4 0 :+GING. REFER TO H18 91 (HA NDL!VG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ��NN INSTITuiE. 583 D'ONOFR:O C0... SUIT 2C0. rADISON, MI 53719). FOR SAFETY PRACTICES PRIOR TO vpr�'•H(/s,, STR"CTUQAI DANFI$PES `LNCTIONBnTTCMSf,HORDESS SHA OL HHA YE EqW $A PROPERLY NDI DATTACHE ATTACHED GIDACEILING.LL HAVEPROPERLY ATTACHED Q 4.PjE�r i 9O TC DL 7.0 P S F DATE 09/19/00 •1r-CRTANT•• R'RNISH A FCDY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j NO 44896 BC DL 10.0 PSF DRW BFSUSJAX 002631.24 •r R-DUCTS. INC. SHALL 'QT BE RESrONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p °"!LD THE TRUSSES IM CCNFCRHAN^.E WITH TDI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND sto: TATE OF :'� BC LL O.O PSF BFS-ENG /DH ALPINE BR+CIN' OF TROSSES. THIS OE SI 5% CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN srEctct q Aq FU!LI B• THE A-ERu;v roREST ANo DARER A$$OCIATION) AND TPI. ALPINE �QM TOT.LD. 37.0 PSF SEON 71019 C:NNECTCRS ARE "ADE OF 2CSA AS TN A55? GRc0 GAL V. STE EI. EICEPT AS NOTED. APPLY CONNECTORS TO ,.•.. E A'H FACE OF TRL'5S. All CNLESS OTHERWISE LOCATED OM THIS DESIGN. POSITION CONNECTOR$ PER At E --- CR+Wi%SS 167 A 1. THE SEAL ON THIS CRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR.FAC. 1.25 FR0M M S K BU�IGIM Filst$oufCC -5-F%SIBILITY SOLELY rCR THE TRUSS CC--SENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS C. .-:RENT FCR ANY DARTIC"LAR BUILOM IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ---- --- Jaclvnmilk.PL ANSIiTrl 119,5 SECTTC% 2. SPACING 24.0" (JO09026--LOT 164-4 - T8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 N: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, 30T CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP 13 :W9 2x6 SP #2 N: WIND TC DL – 5.0 PSF, WIND BC DL – 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X4 = W1.5X3 III W3X4 W1.5X3 III I W3X6 6 r— T 2 —1 6 W3X4 W5X8 = W3X5=W9 2-0-0 i �8-1-2 W3X4 = W5X8 W3X4(A1) W1.5X3 IIIW3X4 = Wl.5X3 III W3X4(Al) L*2 0 031 5-0-0 �.-1—2 0 D->1 13-3-0 13-3-0 11-5-8 9-9-8 5-3-0 Le 26-6-0 Over 2 Supports R-863 U-460 W-3.5' R-1321 U-720 W-3.5- PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:2 FL 1 R - Scale ••WARNINi•• TgUSSES RE CUI RE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND -k RE REFER TO HIB 91 (HANDLING ]VSTALLINi AVD BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F J A X- -5 3 6 4 1 INSTITUTE. SB3 D'CVCF4l0 OR.. SUITE 2:9, rADISON, YI 53119). FOR SAfETT PRACTICES PRIOR TO ��L,Hilo DEgPCgYI NG THESE FUNCT ICVS. UV!E$5 OTHER YI SE INDICATED. TOP CHORD SHALL HA YE PRODE RLY ATTACHED p�;:�•Q••}qq'•••..9 TC DL 7.0 PSF DATE 09/19/00 STRUCTURAL PANELS. BCTTC• CHORD SHALL '+AYE A PROPERLY ATTACHED RIGID CEILING. .4`G`" �j.•.� !-PORTANT— Fuq%ISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.44996 BC DL 10.0 PSF RW BFSUSJAX OOZ6312S cR:O_CTS. INC. SHALL NTT BE RESPCV5IBLE FOR ANY DEYEATI ON FROM THIS DESIGN: ANY FAILURE TO ,,tt• 19 ''160 ALPINE eJI.O THE TRUSSES IN CON FC4�AVCE WITH TDI: OR FABRICATING. HANDLING. $HI PD ING. IN AL AND M, ?RACING OF TRUSSES. THIS DESIGN CO VP OgwS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN OF :•� BC LL O.O PSF BFS-ENG /DH SDECIFICATION PUBLISHED BY THE A-EgICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 10'I(V CC' ECTCgS ARE TACE OF 2^GA ASTM A653 GgtO QALY. STEEL. EXCEPT AS NOTED. ADPLT CONNECTORS TO / T 0 T.L D. 3 7.0 P S F S E Q N - 200315 EACH FACE OF TRUSS. AND L'VL ESS OT I" SE /OCAT ED ON THIS DESIGN. DO SI TI ON CONNECTOR$ PER roMAt E CR gA WINGS 360 A 1. THE SEAL OV THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FR0M B E R BOIbC7S F-tlS1�01�a RESP ONSI81LITr SOL EtY FCR THE TRUS$ CO--ONENT DESIGN SHOWN. THE SUITAIIMTr AND USE OF THIS JaCkfA -ille C-�PCNE NT TORY ANY PARTICULAR BUILDING 15 THE RE SD0 SIBIL iTr OF THE BUILDING DESIGNER. DER --- ANSEITDE 11935 SECTION 2. SPACING 24.0" (JO09026--LOT 164-4 - T9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 N :T1 2x4 SP #2 N: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 :W6, 1410 2x4 SP #2 N: WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. SEE DWGS 510015E 8 GAB98117 FOR ADDITIONAL REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. TC From 54 PLF at -2.13 to 54 PLF at 1.15 TC From 106 PLF at 1.15 to 106 PLF at 19.69 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. TC From 54 PLF at 19.69 to 54 PLF at 28.63 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. BC From 4 PLF at -2.13 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 26.50 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BC From 4 PLF at 26.50 to 4 PLF at 28.63 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE W4X5(R) fll DESIGNED BY THE BUILDING DESIGNER. W3X4 W6 143X3 143X8 6 r 6 143X4 T1 0 23 W3X3 142X4= 2-0-0 + 1410 W4X8 = W3X3 143X10 = W6X8— W3X4 W3X4(A1) W2X4= X2.0.0->J 3-0-8-->JF2-0-0-�'j (� 13-3-0 13-3-0 I f 11-5-8 'T 9-9-8 5-3-0 _ 26-6-0 Over 2 Supports R-1424 U-750 W-3.5' R-774 PLF U-378 PLF W-2-3-0 Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI (STM 18.2f3 QTY:1 FL 1 R - Scale *;WAR'I ING•• TRUSSES REQUIRE EXTREME CARE 1% FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE �N TC LL 20.0 PSF REF JAX--53642 INSTITUTE. 593 D'ONOFRIO DR.. SUITE ?CO. NADISON. WI 53719). FOR SAFETY PRACTICES PRIOR TO vWL+,,,,,,uaT -- L STgpCTOgAL PANELS.ORWING THESE 0BOTTOM SC NOg7E SQA SS OL HHA YE SA PROPERLY DATTACHED OROGIDACE ILING,LL HAVE DRODERIY ATTAC HEO Q 4 RTEp(j1-•.;�Q TT C D L 7.0 P S F DATE 09/19/00 _ ••IMPORTANT•• FC'RNISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED J pJp,44808'C BC DL 10.0 PSF DRW BF$D$�)AX 00263126FR:OOOTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO j• 87110 THE TRUSSES SfS IN CCNFO4NA NCE WITH 7P1: OR FABRICATING, HANDLING. SNIPPING. INSTALLING AND 19 �D :# __— A L P I N E 84ArING Oi TRUSSES. THIS DESIGN COAIOF"I WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE OF ; B C L L 0.0 P S F B F S-ENG /D H CrNNECTORS iAREP•A DE SOFORGA TA STN~A553AGR4ORGALY. STEEL. EXCEPT SI NOTED. TAPPLYAL INE CONNECTORS TO TOT.L D. 37.0 P S F S E A N - 200325 EACH FACE OF TRUSS. AND UNLESS OTHf RWI SE LOCATED ON THIS DESIGN. DO 5I T ION CONNECTORS PER AL E LRA PINGS 360 AZ. THE SEAL ON THIS DRAW WING INDICATES ACCP DTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.2 5 FROM B E R BuiMm FvstSoEEEAYe gESPONI IBILITY SOLELY FCR THE TRUSS CO-0%ENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Jacksom-dic,FL ANSI/rf%TIFOOR ANY SECTPARTICULAR BUILDIN' IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0" (JO09026--LOT 164-4 - T10) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MIR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE, WEBS 2x4 SP #3 :W7 2x8 SP #1 Dense: WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.15" DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. DUE TO LIVE LOAD AND 0.11" DUE TO DEAD LOAD. W6X6(R) III W1.5X3 III W3X3 III W3X4 W1.5X3 6 r— —� 6 W7 I 2-0-0 8-1-2 W2X5(A1) W3X4 = W5 X8 = W4X10 = W2X5(A1) !_ W1.5X3 III W4X4 LE2-0-Oaj LF2-0-0->J 11-9-0 11-9-0 11-5-8 3-5-8 8-7-0 23-6-0 Over 2 Supports R-981 U-510 W-3.5' R-981 U-510 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 OTY:3 FL 1 R - Scale ?Y+iYs` gEFERRTOSES RE 41091I(HA\0LE I ISS NSTALLINGCARE ABRICATION, HANDLING.ANDeR+CING). PUBLISHEDHBYPTPI INSTALLING PLATE �\ TC LL 20.0 PSF REF JAX- -53643 563 RACTICES PRIOR TO L STq"CRI41AI THES`SFU% TICS. US E$SCHORD AOIO IWITUTE DR.. SUIT ETmEq WE SA DP NDICI SON.ATYD. TACHEDTOP DRDIG SHALL ID CEI LING53719) FOR SAFETY O PROP E R L Y ATTACHED QQ 'IPtigH f'!� TC DL 7.0 PSF DATE 09/19/00 ••!-POgTANT• FL'QYI SH A CCDY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N0.44998 BC DL 10.0 PSF DRW BF SUSJAX 00263127 FglD"CT3. INC. SHALL NOT BE gESFON51?LE FOR ANY DEYIATION FROM THIS DESIGN; ANY FAILURE TO j B"!LO THE TRUSSES IN CC\c CR ANC WITH TD 1: C0. FABRICATING, HANDLING, SHIPPING. INSTALLING ANDY 19 'TSD — --- ALP I NE ?iA ING of TQUSSES. THIS DESIGN CCYF0g-5 WITH APPLICABLE PRDYISIONS OF NDS (NATIONAL DESIGN / /� TE OF BC LL 0.0 PSF BFS ENG /DH S-ECIFIC+TICK '!'DE!5uE0 Br THr A"E 41CAY FOgE ST ANO DADER ASSOCIATION) hND TPI. ALPINE / �•• � _ CC\\E CTCgS ARE •ACE OF 2CGA AST-A653 'AID GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO RIO,' TOT.L D. 37.0 P S F S E O N 71028 .-....• Eu- FACE OF TQUSS. AN UNLESS OT HE RW SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ANAL E --- Cq+YINGS 160 A-1. THE SEAL CN THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F R 0 M M S K lki �rtSl$pvrJE1 gESrCNS191L1 TY SOLELY FCR THE TRUSS CO••�'ONENT DESIGN SHO YY. THE SUITABILITY AND USE OF THIS % CC"-ONf NT FOg ANY 'ARTICULAR BUIL DINS IS THE RESCONSIBILITY OF THE BUILDING DESIGNER, PER --- +\S!TT'1 11995 SECTION 2. SPACING 24.0" (JO09026--LOT 164-4 - T11) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.18" DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. DUE TO LIVE LOAD AND 0.14" DUE TO DEAD LOAD. W4X7(R) III I W1.5X3 W1.5X3 III 6 r —1 6 J 4 W5X9 = 4 ..�8-1-2 W2X5(A1) W4X7 = W2X9(A1) L<-2 0 0a'1 L<-2-o-o--1 11-9-0 11-9-0 11-6-0 5-10-4 6-1-12 -23-6-0 Over 2 Supports R-981 U-440 W-3.5" R-981 U-440 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Obl QTY:5 FL 1 R - Scale =.25" Ft. -?gArj N S. REFER TO HI3 91ES J1(HANOLRE RVSF INSTALLINSCARE IN A AND BRACING)HAN PUBILISHEDG. R BY D TDI INSTALLING(TRUSS PLATE TC LL 20.0 PSF REF JAX- -53644 SOF SAF'TY RACTICES PR III TO H 9Ti FCRL'R AL FAVEL S`UBO7TCMSCOHCROESHASS �I HHA YE SADDROPE RIYDATTAOP C HCHOR/G IDA Lt CEI HINGVDRODE RL Y ATTACHED ppv T '�G T C O L 7.0 PSF DATE 09/19/00 G - TwCORTANT— FORNISM A CCFY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW BF SUSJAX 00263128 FR:^..CTS, INC. SHALL %^T BE RESPOSSIeLE FOR ANY OEYIATION FROM THIS DESIGN; ANY FAILURE TO j 19 �0 I e.ILD THE TRUSSES IN CCNF04+A VCE WITH TCI; OR FABRICATING. NA NDL LNG, $NIPPING. INSTALLING AND P - --- ALPINE .zk CINS OF TgUSSES. THIS DESIGv COVrOq•1 WITH APPLICABLE PROYISIONS OF NDS (NATIONAL DESIGN '. ST of ;R BC LL 0.0 PSF BFS ENG /DH SFECIFICATIOV PUBLISHED BY TME Al RICAN FOREST AND DARER ASSOCIATION) AND TPI. ALPINE -- lC%%!CTCgS AqE -AOE OF 2CSA AS 06 3 GRAD GALY. STEEL. EICEPT AS NOTED. APPLY CONNECTORS To ... `'' TOT.L D. 37.0 P S F S E O N - 34253 EACH FACE OF TRU 5 S. AVD UVLE 55 OTHF RWI SE LOCATED ON THIS DESIGN. POSITION CONNECTORS DER Al E __ 'RAvIN55 150 A Z. THE SE At Cv rHIS CRAvIVG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR.FAC. 1.25 F R 0 M P A T BU�IdCYS FtISl�OUECC RE S:CVSI BILI TY SOLELY FCR THE TRUSS CO-OVE NT DESI SN SHOWN. THE SUITABILITY AND USE OF THIS �lklm irVISO- C:.:CNEVT FCq ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI,TPI 1.I_- SECTICN 2. SPACING 24.0" (JO09026--LOT 164-4 - T12) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. SEE DWGS S10015E & GAB98117 FOR ADDITIONAL REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.-1.25 J PLATE DUR.FAC.-1.25) + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. TC From 74 PLF at -2.13 to 74 PLF at 25.63 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. BC From 20 PLF at 0.00 to 20 PLF at 23.50 DEFLECTION MEETS LJ360.00 LIVE AND LJ240.00 TOTAL LOAD. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. W4X4 W3X4 6 r- 6 W3X3 W3X3 W2X9 W5X6 = W2X9 w2z5 - J a a 1. W2X5 = W7X8 42-0.0->1 L<-2-0-0-D,-J 11-9-0 _ _ .,L 11-9-0 11-6-0 5-10-4 T 6-1-12 23-6-0 Over 2 Supports R-467 U-310 W-3.5' R-167 PLF U-120 PLF W-12-3-8 Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. wave TPI-95 Design Criteria: TPI STD 19.Ob1 QTY:1 FL 1 R - Scale =.25" Ft. ••WARVI\S•• TRUSSES REC'JIRE E[T4E-E CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F J A X- -5 3 6 4 5 BRACING. REFER TO 018 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS CTI IPLRA CES PR ORATE t`i FrRyIVG TOE$E Se3DF p\OT%OFIC V$DRUVLESSSUIT OT HERYI$EDIVDICATEO. TOPI CHORDFSHTO LH A LLOR HAVE TV PROPERLY ATTACHED pQ� 1Etr:i Usr'�G T C D L 7.0 P S F DATE 09/19/00 STR,CTL`RAL CA\ELS, BOTTC"CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. rG �T'•. -— :ORTAYT•• FL'RN15H A CCFY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED T No.4.{898 BC DL 10.0 PSF DRW BF$USJAX 00263129 '-`D,C75. IVC. SHALL N^7 BE RE$PCYSIBLE FOR AYY DE YIATION i0.0M THIS DESIGN; ANY FAILURE TO !!D TOE TRUSSES IN CO\FCR�AYCE WITH TP{; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND st 19 ,�O '* B C L L O•O P S F B F S-E N G D H ALPINE RACING OF TRUSSES. THIS DESIGN COYF0R0$ WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TATE OF :� C'\\`CTCR SIA RE ON P•+DE SOF02CGAT ASTR A653AN F'RIORESTGALY, STEEL.A NO PAP i RAS EXCEPTI ASON)NOTED.ND TP 1.APPLYALPI RE CONNECTOR$ TO lOf:'�� TOT.L D. 37.0 P S F SEAN - 53946 EACH FACE CF TRESS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER AL E -- -- :SAYINGS 160 A-2. TOE SEAL OV THIS GRAYING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FROM P A T HandersFvASaacc RESCNS181LITY SOLELY FCR THE TRUSS CO-F SENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Jr►�gpjlk.FL .C"'CNENT FOR ANY PARTICULAR 8u1101N1 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER• PER SPACING 24.0" a\S!/TPI 1-1995 SECTION Z. (JO09026--LOT 164-4 - T13) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 13Y TRUSS MIR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF, SEE DWGS S10015E & GAB98117 FOR ADDITIONAL REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC From 74 PLF at -2.13 to 74 PLF at 13,63 BC From 20 PLF at 0.00 to 20 PLF at 11.50 W3X4 = W3X3 6F W3X3 o 6 W2X4 = W2X4 8-1-2 W2X4= W2X4 L-2-0-0---J L<--2-0-0— J t_ 5-9-0 _t_ 5-9-0 _t �-- 11-6-0 Over Continuous Support J U-120 PLF W-11-6-0 Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 QTY:1 FL 1 R - Scale "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F REF F J A X- -5 3 6 4 6 ?RACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I%STITUTE. 583 D'C%OFRIO DR.. SUITE 200. ISON. W1 53719). FOR SAFETY PRACTICES PRIOR TO STg7CTURAI THESE SFUBOTTONS.HUNLESHAOLHHATf SADPROPCATED.ATTACHED RICHORD GSMALL CEIHAVE PROPERLY ATTACHED pEFlru,' 9G TC DL 7.0 PSF DATE 0919/00_ PANEL :4 — ••jMCORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1�0.4480(AO BC DL 10.0 PSF DRW BF$U$JAX 00263130 r3^09CTS. INC. SHALL NIT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO PL'Itp THE TRUSSES IN CONFOg-ANCE WITH TCI; OR FABRICATING, HA NDU NG. SHIPPING. INSTALLING ANDM. 19 _— - ALP INE RACIy1 OF TgUS$£S. THIS DESIGN CONXORMS WITH APPLICABLE PROVISION$ OF NDS (NATIONAL DESIGN E TATE OF ?R BC LL 0.0 PSF BFS ENG /DH $NEC IF IC A 11014 PUBLISHED Br THE A•ERICAV FOREST AMD DARER ASSOCIATION) AND TDI. ALPINE '� ';r v -"---'— ---- C^.NNECTO11 Alf "IDE OF 1C,A AST-A653 GRe0 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO �O'• �� TOT.LD. 37.0 PSF SEON - 5394 EA^H FACE OF TRUSS. AND L`-4 SS OT-ERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER CRAVINGS 160 A I. THE $EAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FR0M P A T Builders FvstSamoe q_ E C:.NSI 811 ITY 5QLEL1 rOq THE TR U55 C -0NENT DESIGN SHOWN. THE SUITABILITY AND USE OF TNI$ Buu11 RJWLWMis FL q_:%E%T FOR ANr PARTICULAR BUIL DINS I$ THE RESPONSIBILITY OF THE BUILDING OE S IGNE R, PER SPACING 2 4.0" AN$1/TPI 1'1995 SECTION 2. (JO09026--LOT 164-4 - T14) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP f2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x8 SP 12 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP f3 WIND TC OL – 5.0 PSF, WIND BC DL – 5.0 PSF. GIRDER SUPPORTS 26- 6- 0 SPAN TO BC ONE FACE DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. AND 2- 0- 0 SPAN TO TC/BC SPLIT OPPOSITE FACE. W4X4 6F— —16 8-1-2 W2X10 In W4X4(A1) W4X4(A1) L, 2-10-0 _I_ 2-10-0 _I --5-8-0 Over 2 Supports R-1479 U-660 W-3.5' R-1479 U-660 W-3.5' PLT TYP. Wave TPI-95 Desi n Criteria: TPI STD 18.2f3 QTY:1 FL 1 R - Scale =.375" Ft. --YARNING" TRUSSES RECL'IRE IITREY-' CARE IN FABRICATION. HANDLING. SNIPPING, INSTALLING AND - ?RAr{NG. REFER TO HIE 91 (w4%XI%G INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 2 0.0 P S F R E F J A X- -5 3 6 4 7 N 5 T TUT 593 0'014C 410 SUITE 2.0. $3719) FOR SAFET Y RACTICES PRIOR TO S�R`CT URAL PA NEI S`UBOTIC% -USCESS 0LHw+YE SAOCROPER TrDATTACHEDORDIGIDAtLL HAVE E RINGVPROP E RIr ATTACHED oQG 71RH 7srqo TC DL 7.0 P SF DATE 09/19/00 --I-cORTANT" FURNISH A C^.cr OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO,44888 BC DL 10.0 PSF DRW BF SUSJAX 00263131 cRiCUCTS. INC. SHALL NOT BE RESr0%S!?LE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO - , ?:ILO THE TRUSSES IN CONFCR�A%' WITH icl: OR FABRICATING, MANOL NG. SNIPPING. INSTALL LNG AND 9 T60 -* ----- - ----- ALPI NE BRACING OI TRUSSES. THIS DESIGN CONrCR�S WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN T pp BC LL 0.0 PSF BFS ENG /DH S=ECIF 3CATICN n'BI ISHFO or THE AHER!CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �-- � -- ----------- -- - CCNNECTCRS ARE •AOE OF 1CSA ASTM ASS? GRtO GALT. STEEL. EICEPT AS NOTE O. APPLY CONNECTORS TO !... TOT AD. 37.0 P S F S E Q N - 200329 EACH FACE OF TRUSS. ANO UNLESS OTHERWISE LCCATED ON THIS DESIGN. POSITION CONNECTORS PER IM;I, CR+v(NGS 160 A2. THE SEAL CN THIS CRA WING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F R 0 M B E R Bwklcrs F1�1$OIOr+C RESPONSIBILI Tr SOlttr FCR THE TRu55 CC"I'CNE NT OE SIGN SHOWN. THE SUITABILITY AND USE OF THIS �� rrrcONENT FOR ANY PARTICUt A4 BUILOI NG !S THE RESPONSIBILITY OF THE BUILDING DESIGNER. DER Jock"n .:SCITPI 11995 SECTION 1. SPACING 24.0" (JO09026--LOT 164-4 - T15) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP )#2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP )#2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP )#3 WINO TC DL – 5.0 PSF, WIND BC DL – 5.0 PSF. 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 -2.13 to 54 PLF at 7.80 BC From 20 PLF at 0.00 to 20 PLF at 5.67 W4X4 6 —16 8-1-2 W1.5X3 III W2X4(A1) im W2X4(A1) L-2-0-0----J L<-2-0-0--J I_ 2-10-0 ,I_ 2-10-0 I --5-8-0 Over 2 Supports--� R-363 U-210 W-3.5' R-363 U-210 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 OTY:1 FL 1 R - Scale =.375" Ft. "WARNING'- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND T C L L 2 O.0 P S F R E F J A X- -5 3 6 4 8 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE PRIOR TO PERFORMING THESE DFUNCTIONS. UNLESSINSTITUTE. 583 FRIO DR., TOTHERWISE D INDICATED. TOPI CHORDF FOR SMALLFRACTICES HAVE ETY PPROPERLY ATTACHED Pv�`"Husl9 TC D L 7.0 P S F DATE 09/19/00 �:'P STRUCTURAL PANELS. BOTTOM CHORD SHALL MATE A PROPERLY ATTACHED RIGID CEILING. ;V�twC,�l�':� __ ••IMPDgTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED L•,JO•K898 BC DL 10.0 PSF DRW BFSUS.)AX OO2F3)37 FR^DUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO � 1,9 'T6D e U1LD THE TRUSSES IN CONFORMANCE WITH TDI; OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN OF ' BC LL 0.0 PSF BFS-ENG /DH SPECIFICATION PUBLISHED By THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TDI. ALPINE r. — - - _-_-- r.ONVECTCgS ARE MAGE OF 20 GA ASTM A6$3 GgAO GAL Y. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO . .... T O T.L D. 37.0 P S F S E O N - 34397 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER CR'N1%5S 160 A Z. THE 5E Al OM THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.2 5 FROM P A T Baits 9 F'��Qa. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Ja&wmilk FL C:—CNENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TP1 ! 1995 SECTION 2. SPACING 24.0" (JO09026--LOT 164-4 - J 7'-0- EJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF. WEBS WIND TC OL — 5.0 PSF, WIND BC OL — 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 11-7-6 R-156 U-180 6 3-10-3 8-1-2 R-70 U-180 W2X4(A1) L-2-0-0 ��E 7-0-12 ---7-0-0 Over 3 Supports R-404 U-220 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:4 FL 1 R - Scale =.375" Ft. -YARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F J A X"5 3 6 4 9 ?RACING. REFER TO HIO-91 (HANDLING INSTAL LINS AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 7\$T IT 71. SB3 0'0\01410 DR.. SUITE 2CO. HADI$0Y. WI 53119), fOR SAFETY PRACTICES PRIOR TO vT�1..NVSjo - _ -- STRUTE CTURAL DA\ElS`L80TTCMSCHCRDUS ESHAUHHATESA CROPND'ERLTDA7TACHEDORDGIDACEIIINLL MA VG,PROPERIT ATTACHED Qp. ••j1FE!`-.;� I C DL 7.0 PSF DATE 09/19/00 4 "IYDORTANT•• FCRNISH A CCDY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED : Id0.4seee; BC DL 10.0 PSF DRW BF SDSJAX 00263]33 =RCDUCTS. INC. SHALL NOT BE RESPnv51 BLE FOR AVr DEVIATION FROM THIS DESIGN: ANY FAILURE TO °GILD THE TRUSSES IN CON BE WITH iD 1: OR FABRICATING. HANDLING. $HIPPING, SNSTAIL ING AND SII 19 'TQO '* ---_------ ALPINE RACING OF TRUSSES. THIS DESIGN CONrCR-S WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN AT F : BC LL 0.0 PSF BFS-ENG /DH $FECIFICATIDN PUBL(SHEO BY THE A-ER(CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE F -�— CC\NECTCR$ ARE •AO'. OF 2COA ASTM A653 GRAO GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ' ' T 0 T.L D. 37.0 P S F S E O N - 171441 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERNATILL ---- CRAVINGS 160 A-1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FR0M P A T �11bC73 FOSI$OIROC RE $FONSIBiIiTY 5.^LEU FO THE TR U55 COn'C YE NT OE SIGN SHOWN. TME SU TAB IT ANO USE OF THIS C^-rONENT FOR ANY PARTICULAR BUILDIN'i IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" ANSI/TPI 1 1995 SECTION 2. (JO09026--LOT 164-4 JV 7'-0- EJ ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF. WEBS 2x4 SP #3 WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W1.5X3 III 11-7-6 R-219 U-180 1-10-3 61- 10-1-2 R-7 U-180 W4X5(R) III --I 4 8-1-2 W2X4(A1) L-2-0-0—�1,F 7-0-12 _I 6-3-8 B ---7-0-0 Over 3 Supports--� R-404 U-210 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 QTY:4 FL 1 R - Scale =.375" Ft. YARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F J A X- -5 3 6 5 0 .RACING. REFER TO HIS-91 (HANDLING INSTALL1NG AND BgACING). PUBLISHED BY TPI (TRUSS PLATE u'I rERFCRMjYG THESE DFUYCT11FTONS ll RUYLESSTOTHERNISEDIYD ICATED. TOP1CHOgOF$HALIF HA YEP PROP R I Y ARACTICES TTACHED PIOR TOv..L near STRUCTURAL PANELS. BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING. Q41GPt�eq' O TC DL 7.0 PSF DATE 09/19/00 - '-IMPORTANT•- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t �jBQ BC DL 10.0 PSF DRW BFSUSJAX 00263134 F3000CT5. INC. S•AL l NOT BE RESPONSIetE FDR ANY OEYIATION F0.0M THIS DE SIGH; ANY FAILURE TO sko BUILD THE TRUSSES IN CONFORMANCE NI TH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND 19 '*O — - -"-"_- ALPINE BgAC1NG OF TRUSSES. THIS DESIGN CONIORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN TAT F ; BC LL 0.0 PSF BFS-ENG /DH S=EC IFI tAT 10% PU.LISHEO 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _--- CONYECTCRS ARE MADE Or 20GA AST" A6S3 GR40 QALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 3 7.0 P S F S E Q N - 34274 EAC.FACE OF TgUSS. ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER NALE� ---- ------- - CgANINGS 160 A-1. THE SEAL OY THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F ROM P A T BWUlcrs FrtstSwrcc RES--CYSISILITY SOLELY FOR THE TRUSS COMVONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS r�S:,%,%T FOR AN, PARTICULAR BUILDING IS THE gESPON SI OIL I TY Of THE BUILDING DESIGNER. PER T'tVOf^�Ik FL ANS'./TPI 11935 sccrItr z. SPACING 24.0" (JO09026--LOT 164-4 - J 2'-8.15 EJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP £2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP 12 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF. WEBS WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 6 r— 9-5-14 R-200 U-180 1-8-10 8 1-2 R-15 U-180 W2X4(A1) 1--- 2-0-0-'-2-9-11—� 2-815 Over 3 Supports R-285 U-210 W-3.5* PLT TYP. Wave TPI-95 Design Criteria: TPI (STD 19.Ob1 QTY:1 FL 1 R - Scale ••WARNING•• TRUSSES RECUIRE ELTREHE CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F J A N- -53651 B ACING. REFER TO M18-91 (HAVDLIVG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE RACTICES PRIOR TO I UTE STR JCTUR AL PHE$. F NCT ICMSCDHCRO ESMA LOL HHAI'ESADP NOPER?YDATTAC MEDOR�GIDACEILING.LL HPROPE RL T ATTACHED Q�'V j ISON N`•rT9� T C D L 7.Q P S F D A T E 09/19/00 :G ••I"PORTANT-• FURNISH A CC:T OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1NO 88 * BC DL 10.0 PSF DRW BFSUSJAX 00263135 DUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _ !"ILD TME TRUSSES 1%CCNFCR"ANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND ALPINE 9 0 Bi+C,NG OF TRUSSES. THIS Of SIGN CONFCR's WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN OF 'LPI NE � BC LL 0.0 PSF BFS-ENG /DH C:\%ECTCR SIAREON P-AOf SOFHE 02CGABY TASTvvA653ASR40RGAL V.NSTEEL. E ECER ASEPTI ASON)NOTED.ANDTAPPL YACONNECTORS TO ��'•�� TOT.L D. 37.0 PSF S E A N - 34386 E+CH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER •••�ONALE --- --- -_-- CRAWINSS 160 A.I. THE SEAL ON THIS CR+WING 1SolCATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FR0M P A T BuiWbrs FuIstS01tTOC RESt:%SIBILITY SOLELY FOR THE TRUSS CO-ONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ihckm illb•FL C:'T:NENY FOR ANY PARTICULAR BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0" ANSI/TPI 1 1935 Sf CTION 2. (JO09026--LOT 164-4 - J 5'-0" CJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF. WEBS WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10-7-6 R-98 U-180 6f 2-10-3 8-1-2 R-44 U-180 W2X4(A1) a LE--2-0-0 ��F 5-0-12 5-0-0 Over 3 Supports--� R-339 U-200 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI (STDI 19.Ob1 QTY:2 FL i R - Scale "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND T C L L 20.O P S F R E F J A X--5 3 6 5 2 BRACING. REFER TO HIO-91 (HANDLING I\STALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I%S 7 SAF R CTICES PR OR TO RID STi FOR INS PANELS.THESE UNCTIONS. U ESMA0LT2CO LH TIT E. SUS EMHATE SA DC0.0DERL PROPERLY OR lDG[DACEIU CEILING. RL T ATTACHED pf4Y��P'j T'OO T C D L 7.0 PSF DATE 09/19/00 T ••IMPORTANT•• FURNISH A CCPV OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED /rp,4488a'S BC DL 10.0 PSF DRW BFSUSJAX OD263136 FR^DUCTS, INC. 5°ALL NOT BE gESDON5I BLE FCR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TM{ tq USSES IN CON OR�ANSE WITH TD 1: 00. FABRICATING. HANDLING. SHIPPING. INSTALL ING AND 19 160 �' ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN L STAT OF BC LL 0.0 PSF BFS ENG /DH C•NNECTCRS IaRE DMADE SOF OBY IOGA THE ASTNvA6S3 6RAOFOREST GAt YANSTEELERE VCE PiASSOCIATION) NOTEDAND TPI ADDLYALPINE CON NECTORS TO .�'•�� TOT.L D. 37.0 P S F S E A N - 34392 EA!4 FACE OF TRUSS. AND UNLESS OT wE R WI SE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER AL E ------- CRAWiNSS 350+ Z. TH{ SEAL CN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. I.25 FROM P A T Buikkrs FrstSowrw RESXONSISILITY SOLELY FCR TME TRUSS CO-' VENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Jaclaa�nilk.fl C'-'7NENT FCq ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S PACING 2 4.O ANSI/TPI 1 1935 SECTION 2. (JO09026--LOT 164-4 - JV 5'-0- CJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, 30T CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF. WEBS WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10-7-6 1- 6 R-98 U-180 6f 9-8-4 R-44 U-180 -j4 �8-1-2 W2Xe) -z- L-2-0-0 ��F 5-0-12 5-0-0 �-5-0-0 Over 3 Supports-� R-339 U-200 W-3.5' PLT TYP. Wave TPI-95 Desi2n Criteria: TPI STD 19.Ob1 QTY:2 FL 1 R - Scale -.375"/Ft. •'WARNING' TRUSSES RECUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F J A X--5 3 6 5 3 BRAC NG. REFER TO MIS-91 (HANDLING INSTALLINS AND BRACING). PUBLISHED BY TPI (TRUSS PLATE .�ntN 1%STITUTE. 563 D'ONOFRIO OR.. SUITE ICC. MADISON. Wf 53719), FOR SAFETY PRACTICES PRIOR TO vM�•'HUsr $TROCTMRAL PANELS`UNCTIONS. UNLESSAOTHERWISE PATE A INDICATED. TOP ATTACHED RIGIDSHALL HAVE PROPERLY ATTACHED p�;. ;tiR 90 TC DL 7.0 PSF DATE 09/19/00 J�! p "IMPORTANT•• FURNISH A CCPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED MO.µ896 BC DL 10.0 PSF DRW BFSUSJAX 00263137 FRCDCC TS. INC. SMALL NOT BE RESPONSIBLE FCR ANr OE YIATION FRO" THIS DESIGN: ANY FAILURE TO 19 ',90 i# BUItO THE TRUSSES !N CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTAIU NG AND p ALPINE RACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN '. STAT OF ! BC LL 0.0 PSF BFS-ENG /DH SEC IF ICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE O IO• • 'NNECTORS ARE MA OE OF ICDA AST" A653 GRtO GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO .. TOT.LD. 37.0 PSF SEAN - 34390 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER NAl E CRAVINGS 160 A-7. THE SEAt CN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR.FAC. 1.25 F R OM P A T B�F-��ce RESPCNSI BI LLTV SOLELY FCR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS A%$,(TV E% I`1995NSECTICNCULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING Of SIGNER, PER SPACING 24.0" (JO09026--LOT 164-4 - J 3--0- CJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP I#2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP (#2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF. WEBS WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 6 �--- 9-7-6 R-27 U-180 1-10-3 r- 8-1-2 R-11 U-180 W2X4(Al) L2-0-0-Lc- 3-0-12-� 3-0.0 Over 3 Su orts R-289 U-210 W-3.5- PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 QTY:2 FL 1 R - Scale =.375" Ft. ';WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 20.D P S F R E F J A X--5 3 6 5 4 BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 593 D'ONDFRIO DR., SUITE 200E R. MADISON, Y( 53119), FOR SAFETY PRACTICES PRIOR TO v�LH STRUpEqrCCTURAL PANELS`THESE UBOTTCMNCTIONSCHORDESHA�LHHAYESA PROPERLYDATTACHED RDGIDACEILING.LL 14AVE PROPERLT ATTACHED �; jEF�I�}.;I'Q TC DL 7.Q P S F DATE 09/19/00 ••IMPORTANT•• iUR%IS4 A CCPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED T Np•,Ke66 BC DL 10.0 PSF DRW BFSUSJAX 00263138 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY OEYIATION FROM THIS DESIGN; ANY FAILURE TO j BUILD THE TRUSSES IN CONFORMANCE WITH TDI; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND 19 'YOO [�' ALPINE euclNG GF TRUSSES. THIS DESIGN cOrcORMs WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TATE OF ;° BC LL 0.0 PSF BFS ENG /DH SPNY KATION vUBUSHED BY T»E AMERICAN FOREST AMD DA PER ASSOCIATION) AND TPI. ALPINE •`• TOT.LD. 37.0 PSF SEAN - 34357 CCNN-CTORS ARE MADE OF 205A ASTM A653 GRAO GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EAC.FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER LE CRAWIN65 160 A-2. THE 5E AL ON THIS GRAYING INDICATES ACCEPTANCE Oi PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FR0M P A T BuildcFS Fus6ourcc RESPONSIBILITY SOLELY FCR THE TRU55 COMPONENT DESIGN $MOWN. THE SUITABILITY AND USE OF THIS �`wmilk•F• ANS-O%E TL`1995NSECTIONCULAR BUILDING IS THE RESPONSIBILITY OF THE BULDING DESIGNER, PER SPACING 24.0- (JO09026--LOT 164-4 J 1' 8 3' CJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, 30T CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF. WEBS WIND TC DL – 5.0 PSF, WIND BC DL – 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. R-27 U-180 6 (— 0-11-6 +9-7-6 9-0-4 R-1 U-180 ---1 4 +8-1-2 W2X4(Al) X2-0-0 3-0-12 3-0-0 3-0 0 Over 3 Supports r R-289 U-210 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Obl QTY:4 FL - 1 R - Scale ••WAR%I%G•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F J A N--5 3 6 5 5 BLLCING. 0.EF ER TO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE I 0 TY RA C TICES PRIOR TO AE STRUCTURAL PANEL$RNING THESE FU60TI%STITUTE. $93 TCMSDHORDESHAOLHHATESAOPROPERLTDATTACHEDOR/GIDACEtLINGDPROPERIV ATTACHED Q�'4 1T q... TC DL 7.0 P S F DATE 09/19/00 ••IMPORTANT•• FL4%ISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.44996 BC DL 10.0 PSF DRW BFSUSJAX 00263139 PRODUCTS, INC. $HALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ski T9 'TED BUILD THE TRUSSES I% CONF ORMA%CE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TATE OF :° BC LL 0.0 PSF B F S-ENG /D H s-EC IFICAT10% PUBLISHED B� rHE AMERICAN FOREST AND DA PER ASSOCIATION) AND TPl. ALPINE R` TOT.LD. 37.0 PSF SEAN 34279 CC%%-CTOR$ARE MADE OF 2CGA ASTM A650 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `E CRAVINGS 160 A•E. THE SEAL 014 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FROM P A T BIYWCfS FQStsowco RESPONSI..LITT SOLELY FC4 THE TRUSS COMMONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS FOR A ,Jwkwmilk.FL ANSI/TP1T1.1995N5ECT 011 2. Bu1LDING IS THE RE$PONSIBIl1Tr OF THE BUtIDING DESIGNER, PER SPACING 24.0. (JO09026--LOT 164-4 - J 1'-0- CJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF, WEBS WIND TC OL – 5.0 PSF, WIND BC DL – 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 6 — R-350 U-180 0-10-3 7-6 8-1-2 W2X4(A1) = R-53 U-180 4-2-0-0 1-0-12 1.0-0 Over 3 Supports r�� R-372 U-360 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 QTY:6 FL 1 - R - Scale =.375" Ft. '-YAQNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F J A X--5 3 6 5 6 !-LACING. REFER TO HI891 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE UT ISOA. VI 53719). FOR SAFETY PRACTICES PRIOR TO NSTI, E. S63 D' 140FRIO PERFORMING PANELSRFORMING THESE `UNCIT TIONSOHORDESHASS ILHHNYfSADDRODERLYDATTACHFDOR/GIDACEiIING PROPERLY ATTACHED Qfv�p�'jrp T',O TC DL 7.0 PSF DATE 09/19/00 -•IMPORTANT•• FURNISH A CORY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.44996 BC DL 10.0 PSF DRW BFSUSJAX 00263140 F-LODFCTS. INC. SHALL NOT 8E RESPONSIBLE FOR ANr DEYIATION FROM THIS DESIGN: ANY FAILURE TO 19 '�0 8U110 THE TRUSSES IN CONFORMANCE YITM TCI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ALPINE !RACIN5 OF TRUSSES. THIS DES CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ATE OF ' BC LL 0.0 PSF BFS ENG /DH PDECIi!CATION DL'!LISMED BY THE Arc RICAN FOREST AND PAPER ASSOCIATION) AND TDI. ALPINE f;:' CM4ECTORS ARE MAO, OF IO GA ASTM A653 GR40 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ... E TOT.LD. 37.0 PSF SEAN - 34355 EACR FACE OF TRUSS. AND UNLESS OTMERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER C-LAWIN65 160 A.I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FROM P A T -LESDCNSIBILITY SOLELY FCR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS IHC.F1. A\PI/RDE TI`OO995NS`PARTICULAR BUILDINS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 2 4.0 M (JO09026--LOT 164-4 - J 9'-10.13 HJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. "OP CHORD 2x4 SP )#2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, MT CHORD 2x4 SP q#1 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP )#3 WIND TC DL – 5.0 PSF, WIND BC DL – 5.0 PSF. HIPJACK SUPPORTS 7- 0- 0 SETBACK JACKS WITH NO WEBS. IEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 11-7-10 R-230 U-300 W1.5X3 4.24 1- 3-10-3 0-4-3 8-1-2 W4X4 R-308 W2X4(A ) Lr----2-9-15 ��F 9-11-9 _I 9-10-13 Over 3 Supports R-502 U-420 W-4.95' PLT TYP. Wave TPI-95 Design Criteria: TPI(STD 18.2f3 QTY:1 FL 1 R - Scale =.375" Ft. ' * WARNING' * TRUSSES REOUIRE ETTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C LL 20.0 PSF REF F J A X--5 3 6 5 7 BRAC I NS. REFER TO HI891 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE 1\Si1TUTE. $83 D'ONOFRIO DR.. SUITE 200. MADISON. YI 53719). FOR SAFETY PRACTICES PRIOR TO v�L If STRP.qOCTURAI PANELSMI%S THESE `UBOTTOMSCHORDESHALOLHHATESA PROPERLYND OATTACHED RIGIDCHORD A CEILING.HAVE PROPERLY ATTACHED V 4 ij 9p TC DL 7.Q PSF DATE 09/19/00 ..IMPORTANT•• FLVNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED pJp,4489E BC DL 10.0 PSF DRW BFSUSJAX 00263141 FRODUCTS. INC. SHALL NOT 9E RESPOY519LE FOR ANY DE YIATION FROM THIS DESIGN; ANY FAILURE TO :9I!D THE TRUSSES IN COYFCR�ANCE WITH TDI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND 1 T w •* B C L L Q. P S F B F S-ENG /D H ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISIONS OF NDS (NATIONAL DESIGN ,A� S-.CiFICATIOY PUBLISHED iY THF AMERICAN FOREST AHD PAPER ASSOCIATION) AND TDI. ALPINE ��''//]]''��, •.0 CC\\ECTCRS ARE MADE CF 20GA ASTM A553 GRAD GATE STEEL. E7CEPT AS NOTFD. APPLY CONNECTORS TO / / I��`•" TOT.LD. 37.0 PSF SEAN - 200337 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTOR$ PER j CRAWL NGS 160 A.I. THE SEAL ON THIS ORAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FROM B E R �IIIbCIS Flff15011(GC RESPONSIBILITY SCLEIY FOR THE TRUSS CC`^ONENT DESIGN SHOWN. THE SUITABILITr AND USE OF THIS ��k'FL ANSI/T PET,-1995NSE CTIONC2i AR BUILDING IS THE RE SDOxStOIL Tr OF THE BUILDING DESIGNER. PER SPACING 24.0" (JO09026--LOT 164-4 - JV 9'-10'13 HJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. fOP CHORD 2x4 SP #1 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, 10T CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF, WIND BC DL — 5.0 PSF. HIPJACK SUPPORTS 7- 0- 0 SETBACK JACKS WITH NO WEBS. )EFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W2X5 III 11-7-10 W20= R-514 1-10-3 4.24 F- 10-1-2 R-24 U-300 W4X5(R) III �' 2.85 0-4-3 8-1-2 W2X4(A1) T LI-2-9-15 ;�F 9-11-9 _I 8-10-0 1-0-12 �----9-10-13 Over 3 Supports— R-502 upports R-502 U-390 W-4.95' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:1 FL - 1 R - Scale –.375"/Ft. ••YA4NING•• TRUSSES REQUIRE EITREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F J A X--5 3 6 5 8 BRACING. REFER TO MIB.91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ISON, WI 53719). FOR SAFETY RACTICES PRIOR TO STRUCTURAL PANEHISLSFUBOTTCMCT NSCH04DfSS 0L HRA YESADPROPERLYDATTACMEDTOP C OR/GIDACEILINGLL HAVEPPROPERLV ATTACHED Qf4 j H '!/O TC DL 7.O P S F DATE 09/19/00 ••IMPORTANT•• FtR%ISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED + N0.4489t�:, BC DL 10.0 PSF DRW BFSUSJA% 00263142 FRODUCTS, INC. SHALL NOT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TRE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SNIPPING, INSTALLING AND _1STATE F i* BC LL O.0 PSF BFS-ENG /DH 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 ��`,,,..��111 •. CONNECTORS ARE MADE OF 20 GA ASTM A653 GR40 GALY. STEEL. EICEPT AS NOTED. APPLY CONNECTORS TO / / ••'9 TOT.LD. 37.0 PSF SEAN - 200332 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER CR •• AWI NGS 150 A-1. THE Sf At ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F ROM B E R BVl19� �. RESPONSIBILOR ITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Oi THIS JaCj.NOmille,FL A\5!/TEN 1`1995 SECT IONCZL A4 BUR DIMS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" (JO09026--LOT 164-4 - J 4'-0' HJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, �OT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. HIPJACK SUPPORTS 2- 9-15 SETBACK JACKS WITH NO WEBS. IEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 4.24 t- 9 R- 2 1-9-2 0-4-3 8-1-2 R-28 U-180 W2X4(A1 L-c--2-9-15 ��F 4-1-8 � [-4.0.0 Over 3 Supports R-293 U-280 W-6.983' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.21`3 QTY:2 FL 1 R - Scale -.375"/Ft. ••YAq%INS•• TRUSSES REQUIRE ETTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND T C L L 20.D P S F R E F J A X--5 3 6 5 9 BRACING. REFER TO HIS-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 563 D'O%OFqlo ISON. WI 53719). FOR SAFETY RACTICES PRIOR TO a L ST0.;EqLCT L'gAL PA NrLS`UlOTTCMSD(H040ESHASS �I OTHERWISE DDRODERLYINDICATED. AT ATTACHED CHORD GIOSMALL CEILING.PROPERLY ATTACHED pEFi�u,�sT9G TC DL 7.Q PSF DATE 09/19/00 ••IMPORTANT•• FURNISH A CCFr OF THIS DESIGN TO THE INSTALLATTON CONTRACTOR. ALPINE ENGINEERED NO.s4eee BC DL 10.0 PSF DRW BFSUSJAX 00263143 DR:D'.'CTS. INC. SHALL NOT BE RESPONSI!LE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO lJILD THE TquSSE$ IN CONF04�ANCE YI TH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING AND ALPINE lUCIwo NG OF TRUSSES. THIS DESIGN CO\FORM$ WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN I9% ATEA; * BC LL Q.Q PSF BFS ENG /DH CCNN`CTCgSI ARE PUBLISHED SOFD20GABY TASTM A65J�ERICAGRA04EST AND PAPER GALY. STEEL. EXCEPT AS NOTED. TPI. APPLYALPINE CONNECTORS TO TOT.L D. 37.0 P S F S E A N - 200341 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER .N t E C4AYINGS 160 A j, THE SEAL ON THIS CRAVING i14 1CATES ACCEPTANCE Oi DROFESSIONAL ENGINEERING D U R.FAC. 1.25 FR0M B E R BYII�CIS FIIS1501Yt?C RESPONSIal LITr SOLED fC4 THE Tg US$ CO"7ONE NT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �acLsomille.FL ANSI/TDITI`19i5NSECTION CULA4 BUIL DIN; IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. DER SPACING 24.0" FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1213/1190 Builder: SESTC (v�- _ Address: Lot:4/113! Sub: ALT.BEACH, Plat: Permitting Office: 1gTL 4hT[iC City, State.- /00 7 _-J,_4 Smr iv-,e _q9 Permit Number: Owner: Jurisdiction Number�`�� Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family a. Central Unit Cap:24.0 kBtu/hr _ - 3. Number of units,if multi-family 1 SEER: 10.00 4. Number of Bedrooms 3 _ j b. N/A i 5. Is this a worst case? Yes I - 6. Conditioned floor area(ft') 1190 IF c. N/A 7. Glass area&type a. Clear-single pane 0.0 W - 13. Healing systems b. Clear-double pane 136.0 111 - a. Electric Heat Pump Cap:30.0 kBtu/hr c. Tintlother SC/SHGC-single pane 0.0 111 HSPF:7.00 _ d.Tintlother SC/SHGC-double pane 0.0 112 b. N/A _ B. Floor types I i a. Slab-On-Grade Edge Insulation R--0.0, 170.0(p)ft ( c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0, 1000.0 ftZ _ EF:0.86 b. Frame,Wood,Adjacent R=I 1.0,206.0 ft, b. N/A i _ c. N/A _ 4 d.NIA _ c. Conservation credits e. N/A (HR-Heat recovery,Solar 1 10. Ceiling gees _ I DHP-Dedicated heat pump) a. Under Attic R=30.0, 1211.0 ftz 15. HVAC credits h.Under Attic R=19.0,100.0 ft' _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc, AH:Garage Sup.R=6.0, 125.0 ft MZ-C-Multizone cooling, b.N/A MZ-13-Multizone heating) Glass/Floor Area: 0.11 Total as-built points: 18160.00 Total base paints: 18761.00 PASS I hereby certify that the plans and specifications covered I ( Review of the plans and HE by this calculation are i mpliance with the Florida specifications covered by this ozSTgT� Energy Cade. YM -LelE 1 j calculation indicates compliance °D TE' with the Fiarida Energy Code.PREPAR BY: GILBERTR Before construction is completed 4 - a A - �9- this building will be inspected for R 1 hereby certify that this building, as designed, is in i compliance with Section 553.908 lic O compliance ' e Florida Energy Code. , Florida Statutes. °D WE E OWNE GE . .use BUILDING OFFICIAL: DATE: 9,2,1. d,900 � � DATE: / 1- 9 -66 EnergyGauge®(Version: FLR3PA 2.02) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: Sub: ALT.BEACH, Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1190.0 33.05 7080.3 Double,Clear N 1.3 5.0 15.0 19.22 0.93 268.0 Double,Clear N 1.3 2.0 8.0 19.22 0.78 119.5 Double,Clear E 1.3 2.0 5.0 40.22 0.63 126.5 Double,Clear E 1.3 5.0 30.0 40.22 0.90 1084.1 Double,Clear E 1.3 6.0 34.0 40.22 0.93 1277.7 Double,Clear S 1.3 5.0 15.0 34.50 0.83 431.9 Double,Clear S 1.3 3.0 3.0 34.50 0.70 72.0 Double,Clear W 1.3 8.0 26.0 36.99 0.97 931.5 As-Built Total: 136.0 4311.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 206.0 0.7 144.2 Frame,Wood, Exterior 11.0 1000.0 1.70 1700.0 Exterior 1000.0 1.70 1700.0 Frame,Wood,Adjacent 11.0 206.0 0.70 144.2 Base Total: 1206.0 1844.2 As-Built Total: 1206.0 1844.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 165.2 As-Built Total: 38.0 125.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1190.0 0.60 714.0 Under Attic 30.0 1211.0 0.60 726.6 Under Attic 19.0 100.0 1.10 110.0 Base Total: 1190.0 714.0 As-Built Total: 1311.0 836.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 170.0(p) -37.0 -6290.0 Slab-On-Grade Edge Insulation 0.0 170.0(p) -41.20 -7004.0 Raised 0.0 0.00 0.0 Base Total: -6290.0 As-Built Total: -7004.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1190.0 10.21 12149.9 1190.0 10.21 12149.9 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: Sub: ALTZEACH, Plat: , , , PERMIT#: BASE AS-BUILT Summer Base Points: 15663.6 Summer As-Built Points: 12263.0 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 12263.0 1.000 1.047 0.341 1.000 4382.1 15663.6 0.3573 5596.6 12263.0 1.00 1.047 0.341 1.000 4382.1 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: Sub: ALT.BEACH, Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1190.0 9.76 2091.6 Double,Clear N 1.3 5.0 15.0 14.30 1.00 215.2 Double,Clear N 1.3 2.0 8.0 14.30 1.01 115.9 Double,Clear E 1.3 2.0 5.0 9.09 1.18 53.8 Double,Clear E 1.3 5.0 30.0 9.09 1.04 283.8 Double,Clear E 1.3 6.0 34.0 9.09 1.03 317.7 Double,Clear S 1.3 5.0 15.0 4.03 1.14 69.1 Double,Clear S 1.3 3.0 3.0 4.03 1.49 18.1 Double,Clear W 1.3 8.0 26.0 10.77 1.01 282.2 As-Built Total: 136.0 1355.7 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 206.0 3.6 741.6 Frame,Wood,Exterior 11.0 1000.0 3.70 3700.0 Exterior 1000.0 3.70 3700.0 Frame,Wood,Adjacent 11.0 206.0 3.60 741.6 Base Total: 1206.0 4441.6 As-Built Total: 1206.0 4441.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Wood 18.0 11.50 207.0 Base Total: 38.0 453.0 As-Built Total: 38.0 375.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1190.0 1.20 1428.0 Under Attic 30.0 1211.0 1.20 1453.2 Under Attic 19.0 100.0 2.00 200.0 Base Total: 1190.0 1428.0 As-Built Total: 1311.0 1653.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 170.0(p) 8.9 1513.0 Slab-On-Grade Edge Insulation 0.0 170.0(p) 18.80 3196.0 Raised 0.0 0.00 0.0 Base Total: 1513.0 As-Built Total: 3196.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1190.0 -0.59 -702.1 1190.0 -0.59 -702.1 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR313A 2.02 FORM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot, Sub: ALT.BEACH, Plat: , , , PERMIT#: BASE AS-BUILT Winter Base Points: 9225.1 Winter As-Built Points: 10319.4 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 10319.4 1.000 1.064 0.487 1.000 5348.8 9225.1 0.5340 4926.2 10319.4 1.00 1.064 0.487 1.000 5348.8 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 FOPM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot: Sub: ALT.BEACH, Plat: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.86 3 1.00 2809.86 1.00 8429.6 As-Built Total: 8429.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 5596.6 4926.2 8238.0 18760.8 4382.1 5348.8 8429.6 18160.4 PASS �y04'C8E ST9l�O� a EnergyGaugeTm DCA Form 60OA-97 EnergyGauge8/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot: Sub: ALT.BEACH, Plat: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS _ SECTION REQUIREMENTS FOR EACH PRACTICE — CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. -- -j- -- Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility I penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate_ _ - Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. i EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. - Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on Derimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION _ REQUIREMENTS _ }CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required.-. Swimming Pools&Spas 612.1 1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal _ efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min.insulation. HVAC Controls _ 607.1 _- _ Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.1 The higher the score,the more efficient the home. Lot: Sub: ALT.BEACH, Plat: , , , 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 10.00 _ 4. Number of Bedrooms 3 _ b.N/A _ 5. Is this a worst case? Yes _ 6. Conditioned floor area(W) 1190 ft2 c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 136.0 ft2 _ a. Electric Heat Pump Cap:30.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 _ d. Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 170.0(p)ft _ c. N/A _ b.N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1000.0 ft2 _ EF:0.86 _ b. Frame,Wood,Adjacent R=11.0,206.0 112 _ b. N/A _ c. N/A d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1211.0 ft2 _ 15. HVAC credits _ b. Under Attic R=19.0, 100.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 125.0 It _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) o�Zt;E STg1� in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installedrod jcoliant features. y "" O� Builder Signature ✓ Date: Ct.M. �- 4 0 aaa C � a Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version: FLR3PA 2.02) Residential System Sizing Calculation Summary Project Title: Class 3 Rating 1213/ 1190 Registration No. 0 Climate: North 9/18/00 Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 49 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heating load calculation 20831 Btuh Total cooling load calculation 20653 Btuh Submitted heating capacity 30000 Btuh Submitted cooling capacity 24000 Btuh Submitted as %of calculated 144.0 % Submitted as% of calculated 116.2 % WINTER CALCULATIONS Winter Heating Load for 1190 sqft) Load component Load- Window oadWindow total 136 sqft 3754 Btuh VNntlows(1 t)%) z; Wall total 1206 sqft 3771 Btuh ktf l.(23%) Door total 38 sqft 523 Btuh Celtln9s(9%) Ceiling total 1311 sqft 1774 Btuh Floor total 170 ft 5236 Btuh Doors(3%) Infiltration 114 cfm 4782 Btuh Subtotal 19839 Btuh vvms(,e%) Duct loss 992 Btuh Floors(25%) TOTAL HEAT LOSS 20831 Btuh SUMMER CALCULATIONS Summer Cooling Load for 1190 sqft) Load component Load Window total 136 sqft 4921 Btuh Wall total 1206 sqft 2271 Btuh Latent Internal(6%) ~dows(2a%) Door total 38 sqft 400 Btuh Latent Infll(17%) r-s Ceiling total 1311 sqft 1994 Btuh Floor total 0 Btuh Infiltration 106 cfm 2223 Btuh x Internal gain 2700 Btuh Int.oelnc,3%, Cellings(10%) ., Subtotal(sensible) 14509 Btuh Duct gain 1451 Btuh D.cts(7%) wellsc„%) Total sensible gain 15960 Btuh Infll(„%) Doors(2%) Latent gain(infiltration) 3543 Btuh Latent gain(internal) 1150 Btuh The sizing method used was EnergyGauge®System Sizing. Total latent gain 4693 Btuh PREPARED BY: TOTAL HEAT GAIN 20653 Btuh DATE: EnergyGauge® FLR3PA 2.02 Minutes of Tree Conservation Board November 6, 2000 Page 2 trees be marked correctly. Mrs. Campbell assured the Board that someone would be on the site overseeing the construction. A motion was made by Board Member Bell, seconded by Board Member Jacobson and unanimously carried to approve the application and to direct Building Official Ford to issue a permit for the removal of a 10" palm, a 21"palm, a 13" palm and a 10" palm to be mitigated on site with a 15" palm and a 16" palm preserved on site. Discussion was held regarding writing a letter to DEP regarding the Campbell property. A motion was made by Board Member Bell, seconded by Board Member Jacobson and unanimously carried to write a letter to the State Department of Environmental Protection stating that the Campbells are protecting the dune and the tree canopy on the dune and, in doing so,this forces their house seaward of their original plan and that we give our recommendation that they should be permitted an extra 22 feet to be used for their structure. B. Jacksonville Transportation Authority Retention Pond on Mayport Road: This agenda item was addressed later in the meeting. C. Revised Plan for 589 Levy Road: This agenda item was addressed later in the meeting. 5. New Business A. Tree Removal Applications 1. 1983 Beach Avenue: This agenda item was addressed later in the meeting. 2. Lot 4, Block 181, Section H: Paul Nichols of Bestcon submitted the following correction to the site plan: the 17"oak to the north of the drive is actually a 21"twin oak. Mr.Nichols advised that there are no protected trees being cut down to build the house. However,the 7"hickory on the south side of the house has to be removed because it grows over the house. Mr. Nichols stated that he would like to use for mitigation the 5"oak which is not marked on the survey but is located on the south side of the house just east of the 11"oak. A motion was made by Board Member Jacobson, seconded by Board Member Bell and unanimously carried to approve the application and to direct Building Official Ford to issue a permit for the removal of 7" of protected oak to be mitigated by the protection of a 5"oak on site. 1. 1983 Beach Avenue: Building Official Ford indicated that Mr. Bull was unable to attend and requested Building Official Ford to represent his application. Board Member Jacobson stated that the palm tree indicated in the application was not 16"in diameter,but could possibly be 16"in circumference. A motion was made by Board Member Jacobson, seconded by Board Member Bell and unanimously carried to approve the application and to direct Building Official Ford to issue a permit for the removal and replanting of one palm tree on the western boundary of the site. 4.B. Jacksonville Transportation Authority Retention Pond on Mayport Road: Building Official Ford stated that the drawing is a preliminary drawing submitted by the Jacksonville Transportation Authority. This drawing is for informational purposes only. Building Official Ford indicated that the Jacksonville Transportation Authority reduced the volume of the pond,which saved 14 trees, and changed the slope to a CI'T'Y OF ATLANTIC BEACH TREE REMOVAL APPLICATION All ayplications must submitted with seven(7)codes and received.by 5 PM on Friday ten f 10) days pdar to the scheduled meeting m order to be placed on the asienda. INCOMPLETE AP LICATIONS OR INACCURATELY MARKED SITES WU L NOT BE PROCESSED. 2440 South Beach Parkway Jacksonville Beach, FL 32250 904 246-3747APPL,ICAN T NAME ADDRESS TELEPHONE ADDRESS OR LEGAL DESCRIPTION OF TREE OVAL SITE 3.REASON FOR'PROPOSED TREE REMOVAL: amort Q'� 4.HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES ❑.NO NOT SURE 5.PROPERTY ZONING: SIDENTIAL a COMMERCIAL, 6.LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR MCIEES DIAMETER * EXTERIOR ZONE** Oak!5 , (.0 17 i. a-7 444" Diameter at Breast Height( JLM) is measared at 4S feet above grade. To acewwWy determine diameter,measure the trunk circumference and divide by 314. Diameter of mnifl4ranked trees is determined by adding together the diameter of each trunk as measured ' above the fort. P 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 (DBH) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an'X". fj 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 Ragging, 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 1. THE CODE OF ORDINANCES OF ATLANTIC BEACH. 'cant's Signature Date V - , Owner's Signature Date CITY USE ONLY: Tree Corse on Board Chairperson Date OCT 05 100 16:05 CLARSON 237 P02 MAP SHOWING PLOT PLAN OF LOT 4, BLOCk 181 , AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARINO REFERENCE: N01'22'00"W FOR THE EASTERLY R W SINE FOR CAMELIA STREET. FOR: INC. TREE LEGEND 1�1 � ►►' OAK ' z' TWIN OAK r) HICKORY PALM MAGNOLIA L ?O T L O T L O T 3 q 5 8 L o c K s 2 0 � 50.000 E" ,Z' S01 22 SQ• (Le 3857 . j s' CWAIN�4rNlt FENCE �{I(y"Clpy y 17' ti" } B L O C K L O yy 7' A w Ali Pato 20bR O ,I" .s 14 O 's N a • 10 tt t'r 13 • 10 �.stin � 4K O W 11" 5 �d� 4K� a" O O Oi O t7 O LO Nzoo s" 8' _...__c ti' r N01. 10" 14: J A S ISI ! N E S T R E T