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910 Camelia Street - Application JOE ADDRESS /d TYPE WORK PROPERTY O C TFI.r.PHONE �2 3 7"17 CONTRACTOR TELEPHONE a 'l PERMIT mAaER DATE (2-/-DCS EVSPECTIONS.• FOOT7VG o c� SLAB a G o TIE BEAM LLVT'EL NAMING/SIMTHIVG FRAMWG/COVER UP -7ai e INSULATION FLVAL BULEDLVG CERTZFIC4=OF OCCUPANCY ,i r-Axr- T-Z5 3r k 9/aa FELE'CTRICAL PERWn e-?�7 y LVSPECTIONS BOUGH 6 FINAL 6/1 MECHANICAL PERAMM 3(� INSPECTIONS ROUGH `J r a FLVAL PLUMBZ2IG PE.RWn INSPECTIONS ROUGH/UNDER.FLAB 6 TOPOUT 7/-:I-/ /,, WATEWEWER FINAL c NOTES: CITY OF ATLANTIC RFAC_N TREE REMOVAL APPLICATION All applications must be received by 5 P.M. on the MONDAY prior to the scheduled meeting in order to be placed on the agenda for consideration. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. 910 owp.n Q✓kn.u-0- EST- OtJ Inc.. a-ek.S&n�Ai0o, -qL� 24 . 374-7 APPLICANT NAME ADDRESS TELEPHONE 41. ADDRESS OR LEGAL DESCRtPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: rU-W k&r"- 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION fY 5. TOTAL NUMBER OF TREES TO BE REMOVED: 7 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: L� 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NU SPECIES DI ' t i - '8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a 'X' h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "[ r 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY RED SURVEYORS.RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUS BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11. TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: 5-h) Ac--) (;PL�JCPANTS SIGNATURE DATE /CL-,-- NERS SIGNATURE DATE APPROVED : TREE CONSERVATI OARD CHAIRMAN DATE MAY 08 100 13:58831 P01 MAP SHOWING PLOT PLAN OF LOT 5, BLOCK 164, AS SHOWN ON MAP OF SECTION "H" ATLANTIC: BEACH AS ftECORDeO IN PLAT BOOK 10, VAU-h 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNM FLORIDA. BEARING REFERENCE: NOI*22'00"W FOR THE EASTERLY R UNE FOR CAMEUA STREET. TREE LEGEND FOR: BESMON, INC. (D OAK TVON OAK &"A TWIN HOLLY PALM Tree Removal Approved 33 Noted Date C A M E L i R EciZoj 50' RIW 611ildir ,g C C-each (14') .�jncj Hi CO S01022-. 0"E E 5o.0A 70.0 (Ls 4144) " CLO 6643) (L2 0645) L, > 0 n �!� 0 �50 ISASE 0 0 �T7' I c� N 0 2' 0 7e) 10.0, 1-7' 3.5' C4 0 W10. V1 Z 26.5;&_, U ;0 0 b 00 AID PAD 11 00 Z 2,Fd& (n Is L 0 c K O a 4 S' WOOD FENCE L 0 T 5 FEN QL2IjUNL -A-y MON (LB M72) of 0 N01 *220QO Qix We-low VLY 50. B L 0 0 K L 0 T L 0 T L 0 T 4 5 6 CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be received by 5 P.M. on the MONDAY prior to the scheduled meeting in order to be placed on the agenda for consideration. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. q10 Owp-n, 6t✓nnL1.0- , . BeST-cot� Inc . n.cks �,L�Qa. xaol . 24 , 3747 APPLICANT NAME ADDRESS TELEPHONE 2. �-oV 5 -VMoJ- KPq 'Se-c41,'on , 'JA ", 1-14 ictn-�c-- o--,o-ujn ADDRESS OR LEGAL DESCRfPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: rLL+J h.&y*.e_ (SFB) 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION ?� (fit 5. TOTAL NUMBER OF TREES TO BE REMOVED: '7 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: co 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) tut L3 5 - '8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a "X' h) All existing and new trees proposed to be used for mitigation clearly marked with brackets "[ ]" 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY RED SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUS'L BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 11. INCOMPLETE APPLICATIONS WILL NOT BE . ROESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11. TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: (;PL�1C=ACNTS SIGNATURE DATE NERS SIGNATURE D&E APPROVED : TREE CONSERVATION BOARD CHAIRMAN DATE MAY 08 100 13:58 CLARSON 831 P01 MAP SHOWING PLOT PLAN OF LOT 5, BLOCK 1640, AS SHOWN ON MAP OF SECTION "H" ATLANTIC. BEACH AS RECORDED IN PLAT BOOK 1b" PA(-t 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENCE: N01.22'00"W FOR THE EASTERLY R W LINE FOR CAMELIA STREET. TREE LEGEND MR: BESTCQjy. INC. O OAK 2O TWIN OAK TWIN HOLEY PALM C A M E L I A S T R E E T ( 50' R/W ) (14) Sol w22' o"E 50.0 (Ls 4144) (L9 6645) 70.0r (L0 0645) U W WS 14- � LL.I Iwo N w on AAI, 12.0' 11.50 1 �6�SE O Me o Z. brU'a A" 10.0' 1.7 Ml CV K 11" 9E r I r � � ("' LLJ 10. 3.5' .- �+ � Q .. d 6" w w Z � w A" � W 0M0 W 00 Z 2, dA (n B L O C I< OZ 1 Q -Z 6' WOOD FENCE L O T rv" FENCE art UNE OS ��) 2, a1 wta/E1� CE 0.1' FW[ND 112"IRON (La N O 1 •42 �VO W a4s'YrLy0491 s9'S1Y 50.077 h B L O C K 1 6 5 L O T L O T L O T 4 5 6 C1Ti! SOF ATi 9k4T1f° BEACtlug CERTIFICATE OF OCCUPANCY I I This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: I 'i j f Address: 910 CAMELIA STREET Owner: BESTCON INC. Ii ATLANTIC BEACH, FL 32233 910 OWEN AVENUE JACKSONVILLE (BEACH, FL 32250 I , Construction Type: WOOD FRAME I i Use Classification: SINGLE FAMILY f Permit Number: 20173 Date: 9/11,2000 t I DON C. FORCE, C.B.O. I Post in a conspicuous space _ J I o CITY OF ATLANTIC BEACH j I CERTIFICATE OF OCCUPANCY 4 This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: 4 , j Address: 910 CAMELIA STREET Owner: BESTCON INC. ATLANTIC BEACH, FL 32233 910 OWEN AVENUE JACKSONVILLE BEACH., FL 32250 I Construction Type: WOOD FRAME I Use Classification: SINGLE FAMILY II Permit Number: 20173 i Date: 9/11/2000 �+ I DON C. FORD, C.B.O. ` Post in a conspicuous space CITYCITY POG A1T1 AAITICo QCA/`IJ � � �i e\o�V YVAV CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 910 CAMELIA STREET Owner: BESTCON INC. ATLANTIC BEACH, FL 32233 910 OWEN AVENUE ' JAC!'KSONViLLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY i Permit Number: 20173 Date: 9/11/2000 r DON C. FOR2- , C.B.O. ' Post in a conspicuous space _ 1 CITY OF ATLANTIC BEACH � CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: I I 1 Address: 910 CAMELIA STREET Owner: BESTCON INC. ATLANTIC BEACH, FL 32233 910 OWEN AVENUE JACKSONVILLE BEACH, FL 32250 1 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 20173 i Date: 9/11/2000 I DON C. FORD, C.B.O. LPost in a conspicuous space � I BUILDING, PL4N1VING AND ZONING INSPECTION DEPARTHENT CITY OFATL4NTIC BEACH, FLORIDA CER TIFIC4TE OF OCCUP4XCY WORKSHEET Date Requested: 9-'7. 0 U Building Contractor: � C�G � Building Permit Number: Address : /(/(o dot" begal Descriction: �o ; s 1� Improvements to the above described property have been completed in accordance with the terms of ,the permit and is certified to be readv for occupancy as Lowest Floor Elevation: l 1 r j �• recruired as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Firs !v Public Works Planning 7( � Building LIDO 3 t)d Ly CITY OF _ 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904) 247-5800 ,!^ FAX(904) 247-5805 �. SUNCOM 852-5800 DATE 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 Please call me at 904-247-5826 if you have any questions. Sincerely, 0 L er"'€� ATLANTIC BEACH BUILDING DEPARTMENT NOTICE TO: Water Department FROM: Building Department DATE: ---------------------- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number =3--- /0 —'------- __--- -------------------- ------------ --------------------------- -------------------- ------------- --------------------------- -_-_____-______-_--_ ------------- ---------—--------------w ------------_------ ------------- --------------------------- -------------------- Si ef -------------------Sincef , Pat Harris Building Department SeP•11 • ^0DO'III :3BAM3 BESTCON, int. 116 FIN o-318' P. 8 I - MAP SHOWING BOUNDARY SURVEY OF LOT 5. 13L40K 164, AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 18. PAGE 34 OF THE CURRENT PUBUC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REf£RENC6: N01-22.00"W FOR THE 6AST"LY R UNE FOR CA STA E1=T. ELEVATIONS SHOWN THUS: 12.10 REFER TO NATIONAL GEODETIC VERTICAL DATUM. CER 77 2C2-TO- 0030RAN S. HOLT FIRST SOUTH BANK OLD REPUAUC NATIONAL TITLE INSURANCE CO. tat.ANKEN$NIP L.AW AIRM, r,.A. q 10 C A M E L I A S T R E E T SET,„ , S01*22'00"E 9-e Dicou 50.0• .n U s au> np sw) _ < W n . UZ N u A O MY t2.0' N 11.8 O t N 0 0 o 2-0• w 5.0' �o4�r< p O h W O Lj °° 3.5' r 3 O N w U 2 J t0Q ro Q J U7 13.3" 26.8' OD CO CO Z (/} B L O C K 1 6 4 d'MORD FENCE L O E j r ow R]1CL ICN UNO N JNE) 0.2' M.1! "�` M 0.t' MUM yr dkto C; N01. Q W 6F6 22 O D]1 Ml�_46�Y�Y 50.0 1Idi,l�irrtr °TI :.�c �j� B L O C K 1 B 5 Trl 70 7n L O T L O T L O T 4 5 6 FINAL SURVEY: 9-8-2000 NOTE: FOUND ALL IRONS, EWT AS NOTED FOUNDATION SURVEY: 5-26-2000 NOTE: FOUIND ALL IRONS. I MEREBY CERTIFY THAT THIS SURVEY. PERFORMED UNDER MY RESPONSIBLE DIRECTION MFLIS Int LEGEN0; MINIMUM TECHNICAL STANDARDS FOR LANG SURVEYORS IN ACCORDANCE MATH CHAPTER 61G17-6, FLORIDA D ?"D CONCRETE romA*W ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT • I/� �+� + THERE ARE. NIT N4Rl F FNf.ROACHMFNTC UPON THE SUBJECT PROPERTY EXCEPT AS SHOWo o tEr ww-LD 1704 �•, Id1ETE BRL_, 1lBSAPCWE1.iAl NOTE: THE LOT suR�EMEO HEREON APPEARS TO UE WITHM FLOOD 7�SM ANDAWMAIM MJF. R *NSE IDNES 'x' AS SCALED FROM THE ROOD INSURAN6E RATf MAPS, COMMUNITY PANEL NO, 1"7A-0oro D,DATED 4-17-89. 1F.4'z NAI Ito AST., ,IACJf9ONVILLE. R.. 322©7 - .� VA1l7E amw SURVEYED: ►LARCH 15. 20D0 �. ,}� OF ooMPouND ON" SCALE: 1"= 20' REGISTERED-SURVCYOR NO, 4487, FLORIDA 'qe uRM FIELD BOOK 624 PAGE 35.47 JGSE A. HILL JR. 'SURVEY NOT VAUD WTmOUT OIDOSSED SURVEYOR• CLAI *B 1>ES'6RWE.T-. Received Time-Sevll--10:470.., _ �� 1 FLOODPLAIN DEVELOPMENT INFORMATION Location:: ` ILA , " C f l an� 'e)eadl Type of Development: S�Cke_S1 Flood Zone: X Required Lowest Floor Elevation: f�L If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. CONQv1EEN'TS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the prop development. Date SC Y, Applicant's Signator(,y � �__ Department Use: Required Lowest Floor Elevation I As Built Lowest Floor Elevation Survey Filed with Building Department X./ Building Department Represen tive f 9 da' I � , ' 8.5 NED i i ?9 N= I L i I i I I i 6 i 5 i 4 X66 3 i 2 ; / I I I JASMINE I I F--7 164 I I i /6 .... .. CAPELI A h; + $ �+ '-- 931 Pal MAP SHOWING PLQT PLAN OF LOT 5. BLOCK 164, AS SHOWN ON MAP OF SECTION "H" ATLANTIC' BEACH Add FIXOM I) M1 KAT 000K 10. rAU! J4 OF 7M6 CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. REF!lREN FOR Y fJ AI.tHLtA TNI`[�C tk6E11D fns g�'fceN.. Ln_IC._ , /CJ OAK � ( rmw OAK 'ar�Y t1NN HOLLY 1� PALM L C A M E L I A S T R E E T R/1N (14) Sol'22' O"E 50.0 4/ U . w 7� ISI O� K tz. 0 •�1 0 Colt cq 0 1, i 0 �o k � •fI �N rJ �" F ~ C C5 N o O UJ 5• Q 1 Z 2" N e L. o c r+Yom fast L. o N0111".'Tt��$ N r 0-Y'/ 1 .frYlLv':"�wrev 5040 B L. O O K 1 6 S L 0 T L. O T L O r 4 g DOTE: LMATEO ALL 8' OR LAROER TREES. PREPARW F!1! Er M CERTIRI�CAM,n+c LOT ONM HMON 19 n1 MOO CLARSONAwASSOCIATES, INC, ZONE Y-- AS SIa*ON JW FLOOD IN9)RMM RATE PROFESSIONAL LAND SURVEYORS MAP.COMMUNITY PANEL wn 12606 C 100ta _0M 4-t7.-A0. 16+13�ALDQ ORIO JACKP� .{OW1 3"728.23 07 DA E: , ,�`a an or SGAIE: T' = 20" cut `NniIq�Pt (sawlcs, ennn7 unr TRANSMITTAL OCCUMENT FOR JEA D ATE : 79 -lie follow-na pe-r-mits have pease d " caugh" inscectjor, - Pe--m-it No . Address 0:-2 > _cd `.2. vour reccr-fs accordingiy. U,- L07NG C" ZRK CITy 0-7 ATLALNT__C SEACH 30q3Y BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32133 n ' APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. - LOCATION Street Address: 0 bqm f OF Intersecting Streets: Between And 6-E BUILDING Sub-division uf 11. 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 attaclLed plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein. Name of MechanicalMcGowan ' S Heating_ & Air— Contractors Contractor (Print) Cond . Inc . Master CACO-18970 Name ofre �� c M—4 8 Property Owner yG 1 r f�-J Signature of Ownerp Signature of or Authorized Agent tom/ Architect or Engineer III. GENERAL INFORMATION A' Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON /�(Eloctric THIS BUILDING OR SITE ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTIOMo Q Oil PERMIT / Q Other — Specify IV. MICHANICAL E9111PIMENT TO BE INSTALLED �AATURE OF WORK (Provide complete list of components on back f this form) Residential or ❑ Commercial ( Heat 13 Space 13 Recessed Control O Boor New Building Q Air Conditioning: ❑ Room ❑ CentralQ/, ❑ Existing Building ® Duct System: Materia FMA Thickness W� ❑ Replacement of existing system I� Maximum capacity / e.f.m. X New Installation(No system previously Installed) Q Refrigeration ❑ Extension or add-on to existing system ❑ Other — Specify ❑ Cooling tower: Capacity 9-pi". Q Fro sprinklers: Number of heads ❑ Elevator ❑ Monlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ 'Gasoline pumps (number) (Reaiwd) Q., Tanks (number) Remarks Q LPG containers (number) ❑ Unfired pressure vessel 0 Boilers Permit Approved by Date Q Other — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT CqWty Number Unita Description Model Number Ittian actarer (TOW ro CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD—ATLANTIC BEACH, FL 32233—TEL: 247-5826—FAX: 247-5877 s Permit Number: 20368 Address: 910 CAMELIA STREET Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):5 Block: 164 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: Date Issued: 7/17/2000 Name: BESTCON INC. Total Fees: 43.00 Address: 910 OWEN AVENUE Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 7/17/2000 Phone: (904)246-3747 Work Desc: INSTALL CENTRAL HEAT AND AIR MCGOWAN, 'S HEATING &AIR COND. PERMIT 43.00 1 PAM MUM 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. $43.00 14 i C Date: 7/17/00 01 Receipt: 0073776 CHECKS NTICWrCABEAC BUILDING DEPT. 00100003221000 CITY OF ATLANTIC BEACH, FLORIDA Aovrowa by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 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. Aa 4(2'&4aL4 ELE RICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNE e NAME ADDRESS:( 4 •_RFO BOX BLDG.SIZE BETWEEN: RES. APT.1 I COMM.1 1 PUBLIC( 1 INDUS.( I NEW f OLD( I REW. ADDITION I 1 TRAILER( 1 TEMP,I i SIGNS ( ) SO.FT. SERVICE: NEW( 1 INCREASE( i �REPAIR( I FEE CONDUCTOR SIZE AMPS JQ ) COPPER ALUM. SWITCH OR BREAKER AMPS PH I 3W .P �OLT RACEWAY EXIST.SERV.SIZE AMPS PH I W VOLT RACEWAY FEEDERS NO. SIZE I NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 1 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF, AIR H.P.RATING H.P.RATING CONDITIONING COMP,MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0'I OVER MOTORS H.P. i VOLTAGE PHS NO, I H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V, NO. KVA MA. . NO. KVA NO.NEON TRANSF, NO, VA. MOTOR SIZE SWITCH FLASHER EACH SIGN --- FORWARDED s TOTAL FEES CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION----! _ —LOCATION INFORMATION Permit Number: 20357 j Address: 910 CAMELIA STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW 4 Township: Range: Book: Proposed Use: SINGLE FAMILY j Lot(s):5 Block: 164 Section: Square Feet: Subdivision: SECTION H ; Est. Value: �— Parcel Number: Improv. Cost: I_ _ OWNER INFORMATION____ Date Issued: 7/14/2000 r Name: BESTCON INC. Total Fees: 50.00 Address: 910 OWEN AVENUE Amount Paid: 50.00 ( JACKSONVILLE BEACH, FL 32250 _Date Paid: 7/_14/2000 — _ Phone: (904)246-3747 _ _ — - Work Desc CC94/_0200AMPS 1 PHW 2 340V— W AL 2"RUM NEIN RESIDENTIAL SERVICE — CONTRACTOR(S) __ APPLICATION FEES_______ DYNAMIC ELECTRIC COMPANY PERMIT — 50.00 f I I � I I i i I Inspections_Required ROUGki'EL'ECTRtiC--—--_— �FINAL ELECTRIC —_ ,-- --- - --_.-—.— —__: ! � w I I I r 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 ACCORDIKG TO APPROVED PLANS WKICH ARE PART OF THIS PERMIT A14D SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I I $a0.Ob 14 — __— — — — Date: 7/14/00 01 Receipt: 60726,E ATLANTIC BEACH UILDI DEPT. 001000 2189 00100003221000 CITY OF ATLANTIC BEACH II DEPARTMENT OF BUILDING I 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20208 - Address: -910 CAMELIA STREET Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW f Township: Range: Book: Proposed Use: SINGLE FAMILY t Lot(s):5 Block: 164 Section: Square Feet: ! Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: L _OWNER INFORMATION Date Issued: 6/14/2000 Name: BESTCON INC. - Total Fees: 53.50 ( Address: 910 OWEN AVENUE Amount Paid: 53.50 JACKSONVILLE BEACH, FL 32250 W NEW HOM Phone: (904)246-3747 Work Desc. INSTALL PLUMBING Date Paid 6/14/2000 GONTRACTORIS? _ _ APPLICATION FEES _ _ DON HARRIS PLUMBING ` ++ PERMIT 53.50 I f � I ' I Inspections Required UNDER SLAB PLUMBING SEWER/WATER TOPOUT _ FINAL I i I 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 NER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLA iTION OF APPLICABLE PROVIS?OtIS OF LAW $53.58 14 Date: 6/14/08 61 Receipt: M65169 ATLANTIC BEACH BUILDING DEPT. CHECKS 88188883221888 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION. "a OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR DON HARRIS PLUM'_HN0 MQ AND ADDRESS: P. 0, BOX 14663 TELEPHONE NUMBER: (904) 772-0900 Cir" C - 0 19 19 4 STATE LICENSE NO: A* At TYPE OF BUILDING: TYPE OF WORK: HOW MANY OP THE FOLLOWING FIXTURES INSTALLED SINKS __'SHOWERS LAVATORY WATER SEATERS / BATH TUBS DISHWASHERS 'URINALS / DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: s $3.50 + $15.00 = $ INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION'OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — (904) 247-5826 MIMIAP M }6:,U PAI 2042963500 ^tkoo2 OL -13 Soak '9652 Nape 33 '�326!!Q 1'wP b' 5144-AQ wd0: _6�3 364 k�oordeidRcltMuw Q=Q /1Q 5114511 � MMi37IF NI J.Mlehed8rletea.>9ri"+W -j�,�,{)nC,..i�.�.�45..� +1,J � CST hsr 11ds t�niat•tet. 1 II Y`t�t A1tp OWNKww StrM MO g,* Z;=haft MIS � � L" tVOTTC>a OP Cot+4M6NCiMSAi f 1.0 Paw m. ao1?3 TAX POLIO No J7t? ►`a ae STATS OF FLOP DA COUNTY OF bWAL Th+'.aaleroi id begby OvN Itatie9 tltst iMp .menu will be t1Nde to eertet11 rani plOpetty.and in etcotdma►Wilk hapax 713,yhnida SAtutes,dla followkg Imf6 mstlon is provided in lbb hod*of etdIWAndomL 1. Desaiplfmt tyfbeat p"wity m be imptvvW(nage)dwfiption ami adAMW i1'avW*kx mow .'%!&U&M ftR1rMAN Y THISAWAM MaP F 2. (lea4e>4t4fox0ttatof ra w p sinir,�ity psid�ioe 3. Ownnrittfolmsdon. 13..and Aa*=,- `•.. � 8�..TR�4�y.2io'�, �Itr'S�ml�Nt�iti 1"lotida..l� Phone A-(904)246.3747 Ftlx f:(!04)ylb•7i2b (b) Owners k t mt in ft sitc of the lowevemou(if 90w den fee simple iuie Addet): (e) N"trnd eo Addtof fbe simple title holder(ifedta than owns* , 4- Coea►tur. w Name>tnd AdQretl:lapn as Part*: S. 9arery on any psyti►aflt bepd: (S) Name"d Addrmt Phare M: Fa1t 0. (b) Amwxa of bond t (My of Wid,if ,any wv6W herete.) 6, m mt of any WnW mnft a loan fbr ibc txu irocdoi►of die inrprovc,ncnt,: AMAMM 9W �44u 's BP!&§S►h�d�vi(le rya�i X956 PhtulO l:(904)231.7619 Pax C(904)211-7647 7- Per4t>r+x**%the SM of Fltldda dtx PAcd by arraa open WIN"notices stay be sewed as provided by Section 71333OXe)7,FW4 Materia(Mom and Aefdnm)- $. In Wdhion io himulf,after timstnates the foliowiM ptttson6o teah tats Heron's now a pw4w ht Seatkx713.ta(iib),Piat'ldaSudds(NamaBanksadAdt =4- GM 8 iiEHIMM,'&VZ 1TH BANK Pfione N: i 2i-7 ,Sut1e 00t,�aeksgtvit��„�36 _ Pax S.(904)281.7647 9. '>b an dattp of Wica cf con-memem(die expiation dot is toe(1)"0 frofn the tilde of rem Iry umm a diflirent data b rpaeiFled):_,,,,_,�„�„�� t BESTCON.INC. 6411� l 1W.H.WAi.'i'ON, R.. 6�14 . d (COMMATSSSAL) >, •;V j;�" OWNM Swam nd ecriilad 1110 r •. •,. .. . I this :•of o�7. Not tie, of i•7ortda ttn«s.tM.rN+n� My Canalittfdl!?1tp r M' Sa'101 No.,if any: j° Penonelb•me" • 1'rodtrtxtl idwldik4ttioel �r Two orwaxifim*c podstgd � (NOTA It1AL SGA(J �) 'd''ee90tt'eNte-Jun.f4- 4:35PM PO•cot 'NmiSul MwAct,t nnn7 it-unmrn ' CITY OF ',-�Pevri�la- 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX(904) 247-5805 SUNCOM 852-5800 DATE (� t JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS ell Please call me at 904-247-5826 if you have any questions. Sincerely, NTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT Permit Number: 20184 Address: 910 CAMELIA STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMP SERVICE PLE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):5 Block: 164 Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: Date Issued: 6/07/2000 Name: BESTCON INC. Total Fees: 25.00 Address: 910 OWEN AVENUE Amount Paid: 25.0Q JACKSONVILLE BEACH, FL 32250 Date Paid: 6/07/2000 Phone: 904)246--3747 Work Desc: CS#6 60AMPS 1 PH,3W 240V 1"RW ALUM TEMPORARY POLE DYNAMIC ELECTRIC COMPANY PERMIT 25.00 1 FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $25.0614 Date: 6/88/@8 61 Receipt: 8963244 CHECKS 2131 ATLANTIC BEACH BUILDING DEPT. 99188993221888 CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: - 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. ELEC RICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME - ADDRESS: fa"'C JL RFD BOX BLDG.S_IZEE BETWEEN: RES.Oil APT.( ) COMM.l 1 PUBLIC ( ) INDUS. ( ) NEW( ! OLD ( ! REW. ( ) ADDITION ( ) TRAILER ( ) TEMP.lj ! SIGNS ( ) SO. FT. SERVICE: NEW( 1 INCREASE ( 1 REPAIR ( ) FEE CONDUCTOR SIZE -4467 AMPS COPPER ALUM." L( SWITCH OR BREAKER Zef AMPS PH 3 W A4611OLT 1 RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&.M.V. FIXED 0.100 AMPS. OVER APPLIANCES I BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT ' 0-1 OVER MOTORS H.P. VOLTAGE PHS N0. I H.P. VOLTAGE PHS MISCELLANEOUS C17Y OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMMOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20173 Address: 910 CAMELIA STREET Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):5 Block: 164 Section: Square Feet: + Subdivision: SECTION H Est Value: Parcel Number: Improv. Cost: 73,600.00 OWNER INFORMATION Date issued: 6/06/2000 Name: BESTCON INC. Total Fees: 3,383.10 Address: 910 OWEN AVENUE Amount Paid: 3,383.10 JACKSONVILLE BEACH, FL 32250 Date Paid: 6/06/2000 Phone: (904)246-3747 Work Desc: CONSTRUCT NEW HOME PER PLANS - HSF 1410 CONTRACTORS APPLICATION FEES BESTCON, INC. PERMIT 534.00 WATER IMPACT FEE 390.00 SEWER IMPACT FEE 1,250.010 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 Ins ons R uired TREE BARRICADES FOOTING SLAB COVER UP FRAMING 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: ARNIER Noteo C : 6:jGf{1 ciEl�,.L: c�Fe� 3c iUL`3! ��YBnt AT TIC BEAC BUILDI EPT. $3382. T DESCRZFTION Bloch # pT, Section #_-Iq F11"I", division: Street Name �o 1SCRIPTION OF W or Address: �' CA AW,'Wc Beach (If in a FLOOD HAZARD tll�litt �anc� Anln Flood Zone: area complete page 3) Brief Description 5 Ra- Kwev a- Cla of Wor : (New/ Remodel/Addition: �L`M a ZONING L Type of Construction: )Ooa e' i Zoning C Proposec�j / District: �Sr� Use-. I�'il\ Z �C+-� Estimated Value S �3, LCO Exceptions or Variances Materials: LvQCA ry\e-, Granted-: Solid or Filled Ground: Roof: A-nt iSS Method of Heating: VVV ACS O Property Owner: QEST~C C�hl ►ZC Phone• pcLHL• IN EZ Mailing Address O W Zip: .32,2W CONTRACTOR 2NF 1VA=0N Contractor: BES1_G0N Inc• Phone: 246. 3 7+7 Mailing Address: to ow Zip: Expiration Date STATE LICENSE NO: 3 i 2( 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,.. REGULATrONS,. ORDINANCES:, OR LAWS IN ANY MANNER, INCLUDING THE. GCIVERNING ;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 AN PPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signatur� '` y`� DATE Contractor Signat re �1 DATE i?, Oct SWORN TO-AND SUBSCRIBED BEFORE. ME BY AJ ( L/C 6/S THIS DAY OF M61 4 399-- �P, NOT U LI ;"Wy P Andrea L Durst MY COMMISSION#CC749895 EXPIRES June 1Q 2002 ftF BONDED THRU TROY FAIN INSURANCE,MG CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be received by 5 P.M. on the MONDAY prior to a scheduled meeting in order to be pigged on the gaendg Lor consideration. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. qlo owR.n Q.✓nxwo. _ QES - oto Inc. a "o,\�Aoo, w-o-k 24,3747 APPLICANT NAME Q ADDRESS TELEPHONE Se 2. ADDRESSOR LEGAL DESCRfPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: rLO-W h&rxe,- (SM) 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CONDITION CL , Co 5. TOTAL NUMBER OF TREES TO BE REMOVED: `7 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: (s 7_ SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) CCLL 4 r • '8. ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection pones as applicable d) Location, DBH and species of all trees with a DBH of six inches or greater e) Location, DBH and species of all trees with DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked with a `X" h)All existing and new trees proposed to be used for mitigation clearly marked with brackets '(J" 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE • BY RED SURVEYORS.RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE CLEARLY MARKED ON SITE BY $LUE SURVEYORS RIBBON. 11. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE ll. TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: (;PL�ICSANTS SIGNATURE 'DATE �- 1�----- ak) /C.O NERS SIGNATURE ' DATE APPROVED : TREE CONSERVATION BOARD CHAIRMAN DATE CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address— 9/'b (f AM f-f.(A Date Heated Sauare Footage Cd ?1)4-=r SICf f t = Garage/Sized $ Per sq = S CarporIC/Parch -oL-.—per sq LPe* per sq ft Dec k V Patio 611 rl TOTAL VALUATION: D00f--' 3) l0 — Total �a,71,uation Ts t Remaining Value $)-/. per thousand or vortion thereof TOTAL BUILDING FEE 83 + 1/2, Filing Fee -7 773 Fireplaces @ $15 , 00 BUILDING PERMIT FEE 3 Ll 0 WATER IMPACT FEE 340.t SEWER IMPACT FEE 1 WATER METER/TAP 8 ,CAPITAL IMPROVEMENT SEWER TAP ,j,Y(6 'f RADON (HRS ) . 0050 S-e..4 SECTION H PAVING HYDR.kULIC SHARES ID CROSS CONNECTION fit (1cle0) SURCHARGE . 0 00. OTHER $ 41- GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Pluinbing, Electric/New—Electric/Temp .: Sw,,mr-,,inaPool Septic Tank TN-e I Sign,__Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF 4&^&' Ae=A-49" Office of Building Official REQUEST FOR INSPECTIO Permit No. Time A M. Received A.M. N Job I.9dress tLocafity Owner Name Contractor BUILDING CONCRETE ELECTRICAL �—,—PURMWBIWNW-j' MECHANICAL Framing C Footing El Rough Wiring D RougF—' Air Cond.& 0 X71— Re Roofing Di Slab C Temp Pole 13 Top Out C Heating Insulation E Lintel d Final Ej Sewer 'Ll, Fire Place El Pre Fab - READY FOR INSPECTION A.A. Tues, Wed. Thurs. Friday 00- A.M. Inspection Mad RM, Inspector Final Inspection 5 Certificate of Occupancy Date PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: "[ �� CA-Ft JELi A.- ST OWNER: 13 F- STS b [V f 1. Determine Occupancy Classification of the structure. Select occupancy classification 3 which most accurately fits the use of the Building. (Chapter 133) [✓jam 2. Determine actual physical properties of building. [v]' a. Determine building area each floor. (Area definition Chapter 132) [„p b. Determine grade elevation for building. (Grade definition Chapter 132) [wr C. Determine building height in feet above grade. (Height definition Chapter 132) [ 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) [v]� f. Determine percent of exterior openings per floor. [v]' 3. Determine minimum Type of Construction necessary to accommodate proposed structure. 7YPt� (Chapter 136) [v]� a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) b. Check allowable height and area increases permitted. (Chapter 65) [� 4. Check detailed Occupancy requirements. (Chapter 134) [� 5. Check detailed Construction requirements [✓r a. Fire Protection of Structural Members(Chapter B6&Table B600) [ b. Fire Protection Requirements(Chapter B7 and Table B700) C. Means of Egress Requirements(Chapter B10) d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [*� 6. Review design as related to standards. (Chapters B16-B26) 7. Check other requirements as necessary. [ a. Construction projecting into public property(chapter B32) [ b. Elevators and conveying systems(Chapter B30) [� C. Sprinklers,standpipes and alarm systems(Chapter 139) [.� d. Use of combustible materials on the interior(Chapter 138) [� e. Roofs and roof structures(Chapter 615) [� f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other CD " '), , O D CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: C - Don C. Ford, Building 6fficial don/sb.1 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXT'(JRE UNITS ARE ESTABLISHED AS THE MEASTIRL14ENT OF WATER DE!-';ND FCR EAC3 NATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTE!. THE' WATER SUPPLY CH.�.RGE IS HEREBY FIXED AT i NEN TY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. 2­8ATHR" CROUP CONSIS':ING OF SERVICE SINK TRAP STAND SLATER CLOSET, LAVATORY b BATH (8) TUB OR SHOWER STALL (6) ) 2— WATER CLOSET WAiF3 CLOSET, TANx OPE:ZATED (4) VALVE OPER.;TED (8) BA—IRTIUB/SHOWER (2) URINAL WALL LIP (�) SHOWER GROUP PER HF-0 (3) F's.00R DrRA_IN (;) SHOWEI STALL DOMESTIC (2) LAUND R" LAVATORY (1) Cu^�3I:iA.:CN SINK AND _�;� (3) :xwASHING MACHINE (3) � PGT, SCJL:.—TRY SINK ( ) DISHWASHER (2) �" WASH SINK EACH SET 0 r FAUCETS (2) xlTc3EN SINK (2) 2 �rDENTAL LAVATORY (1) �T.ITCH SINK Wl= WASTE DFN`TAL UNIT OR CUSPIDOR (1) GZINDEY (3) a BZD£• I URINAL S TALL, WASHOUT (4) (z) FZIISHING IL4 SINN (8) COt*.BINATION SINK AND TRAY WIT: ^. FCOD DISPOS. (4) r ;,URINAL, MESIAL, SYY30N JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) LAVATORY, aARBER/BEAUTY ICE MAKER (1/2) SHOP (2) SURGEONS SINK (3) i�LAVATORY, SURG'cONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS G , � $20.00 EAC:i $ /�© ,(� A JOB INFORMATION 04/25/2000 08:01 9042780366 MCGOWAN'S HVAC PAGE 02 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot:51184, Sub:ALTZEACH, Plat: ,,, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 1100.0 33.06 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 4.0 40.22 0.63 101.2 Double,Clear E 1.3 5-0 30.0 40.22 0.90 1084,1 Double,Clow 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 8.0 34.50 0.70 192.0 Double,Clear W 1.3 8.0 30.0 36,99 0.97 1074.8 Aa-Bulli Total: 144.0 4649.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajoent 182.0 0.7 127.4 Frame,Wood,Exterior 11.0 1024.0 1.70 1740.8 Exterior 1024.0 1.70 1740.8 Frame,Wood,Adjacent 11.0 182.0 0.70 127.4 Base Total: 1200.0 18x8.2 Aa­Bullt Total: 1206.0 1868.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterlor Insulated 20.0 4.10 82.0 Fxterlor 20.0 6.10 122.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 35.0 106.2 Ae-8ultt Tow: 38.0 110.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points UnderAttlo 1190.0 0.80 714.0 Under Attic 30.0 1208.0 0.60 724.8 Under Attic 19.0 100.0 1.10 110.0 Bas Total: 1190.0 714.0 Aa43uiR Tow: 1308.0 854.8 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 Baas Tow: -4200.0 Aw8ullt Total: -7004.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1190.0 10.21 12149.9 1 1190.0 10.21 12149.9 EnergyGaugeta OCA Form WUA-97 EnergyGaupe0VRe8FREE'97 FLR3PA 2.02 Received Time Apr . 25 • 9 :02AM 0,4/25/2000 08:01 9042780366 MCGOWAN'S HVAC PAGE 03 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot:51184, Sub:ALTZEACH, Plat: ,,, PERMIT!a:_ BASE AS-BUILT Summer Base Points: 15687.6 Summer As-Built Points: 12508.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 12008.9 1.000 1.047 0.3x1 1.000 X409.9 15687.6 0.3673 5605.2 12508.8 1.00 1.047 0.341 1.000 4469.9 Ene►gyGaugeTM DCA Foran 600A-97 EnergyGsugeM"FREE'97 FLR3PA 2.02 Received Time Apr • 25 . 9 : 02AM 00/25/2000 08:01 9042780366 MCGOWAN'S HVAC PAGE 04 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: SM64, Sub:ALT-BEACH, Piot: ,, , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points .18 1190.0 9.78 2091.8 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 4.0 9.09 1.18 43.0 Double,Clear E 1.3 5.0 30.0 9.09 1.04 263.6 Double,Clear E 1.3 6.0 34.0 9.09 1.03 317.7 Double.Clea S 1.3 5.0 15.0 4.03 1.14 69.1 Double,Clea S 1.3 3.0 8.0 4.03 1.49 48.1 Double,Clear W 1.3 8.0 30.0 10.77 1.01 325.7 As4ullt Total: 144.0 1416.6 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 182.0 3.6 655.2 Frorne,Wood,Exterior 11.0 1024.0 3.70 3788.8 Exterior 1024.0 3.70 3788.8 From,Wood.Adjacent 11.0 182.0 3.60 655.2 Base Total: 1206.0 4144.0 As-Built Total: 1206.0 4444.0 DOOR TYPES Area X BWPM - Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 6.40 188.0 Exterior 20.0 12.30 248.0 Adjacent Insulated 18.0 8.00 144.0 Bass Total: 35.0 463.0 A"ullt Total: 38.0 312.0 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 1206.0 1.20 1449.6 Under Attic 19.0 100.0 2.00 200.0 Base Total: 1190.0 1426.0 As-Bush Total: 1308.0 1849.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 170.0(p) 8.9 1513.0 Slab-0n-Grads Edge Insulation 0.0 170.0(p) 18.80 3198.0 Raised 0.0 0.00 0.0 Base Total: 1513.0 A"ul t Total: 3196.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1190.0 -0.59 -702.1 1190.0 -0.59 -702.1 EnorpyGaugem DCA form 600A-97 EnsrgyGaugeWResFREE'97 Ft R3PA 2.02 Received Time Apr . 25 . 9 :02AM 04/25/2000 08:01 9042780366 MCGOWAN'S HVAC PAGE 05 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot:3/164, Sub:ALTAEACH, Plot: .,. PERMIT#: BASE AS-BUILT Winter Base Points: 9227.5 Winter As-Built Points: 10318.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 1031a.o 1.000 1.064 0.487 1.000 5348.0 9227.5 0.5340 4927.5 10318.0 1.00 1.084 0.487 1.000 5348.0 EnergyGauge"'DCA Form 600A-07 Ens1qyGaupe&RevFREE'97 FLR3PA 2.02 Received Time Apr • 25 • 9 :02AM 04/25/2000 08:01 9042780366 MCGOWAN'S HVAC PAGE 06 FORM 600A-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 61164, Sub:ALTAEACHr Plat: r . , 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 2716.00 8238.0 50.0 0.86 3 1.00 2809.86 1.00 8429.6 A94ullt Total: $429.6 CODE COMPLIANCE STATUS BASE AS—BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 5605.2 4927.5 8238.0 18770.7 4469.9 5348.0 8429.6 18247.5 V 1-W2 044ts1! ow a� c'9 s �a �oows EnergyGauge'*DCA Form 600A-97 EnergyG4ugeWR99FREE'97 FLR3PA 2.02 Received Time Apr • 25 . 9: 02AM 04/25/2000 08:01 9042780366 MCGCWAN'S HVAC FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS_ Lot:5/164, Sub:ALTZEACH, Plat: , ,, PERMIT 6: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS __ SECTION REQUIREMENTS FOR EACH PRACTICE __ CHECK Exterior windows&Doors 500.1.ABC.1.1 Nroxlmum:.3 dm/ .fl,window area=.5 cfrn/s .fl,door eros. Exterior 6 Adjacent Walls ON.1.ABC.1.2.1 Caulk,gasket,weatherstrIp or east between:windows/doors 8 frames,surrounding wail; foundation&wad sok or sill plate;joints,between exterior wall panel*at oorners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION_Frame walls where a continuous Infiltration barrier is installed that extends from and Is naiad to the foundation to the too plate. --._ Floors �^ 60t1.1.ABC.1.2.2 Penatratlons/openings>1/8"sealed unless backed by truss or)olnt members. EXCEPTION:Frame Hoon where a continuous infiltration barrier is installed that is sealed to the dfifiFnetef rtetrot----and seams. - ceilings d08.1.ABC.1.2.3 Between wale d ceilings;penetrations of ceiling plans of top floor;around shafts,chases, oft,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board 6 top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier Is _ Installed that is seated at the perimeter,at penetrations and seams. Recessed Ughting 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 6 3'from Insulation;or Type IC rated with<2.0 dm from conditioned space,tested. J multi-AHouses 606.1.ABC.1.2.5 Air barrier on porkneter of floor EEvA between floors. Additional Infiltration nK to 606.1 ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NEPA, have combustion ale. 6A-22 OTHER PRESCRIPTIVE MEASURES must be mot or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS ' _,.__.___ ;CHECK Water Heaters612.1 Comply with aMciency requirements In Table 6-12.Switch or cssdy marked circuit breaker electric or cutoff as must be rovided.Extemal or built-in hest trap required. Swimming Pools 6 Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa 8 pool heaters must have a minimum thermal eftency of 78%. ____......_._.. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minuts at 00 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shell be mechanically attached,sealed.Insulated,and Installed In accordance with the criteria of Section 810. _ Ducts M unconditioned attics_R-8 min.Insulation. _ HVAC Controls 607A Se erste readily accessible manual or automatic thermostat for each system. Insulation 904.1,602.1 Cellin"In.R-1 g.Common walls-Frame R-11 or CBS R-3 both sides. Common calling&floors R-11. EnergyGeugeM DCA Form 000A-97 Ener9yGeu9WReeFREE197 FLR3PA 2.02 Received Time Apr - 25 . 9: 02AM 04/25/2000 08:01 9042780366 MCGOWAN'S HVAC HAVE bb ENERGY PERFORMANCE LEVEL. (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =82.9 The higher the score,the more efficient the home. Lot: 5/164, Sub:AMBEACH, Plat: , , , 1. New construction or existing New - 12. Cooling systcea 2. Singlc family of multi-family Single family - a.Central Unit Cep:24.0 k8tu/1v - 3. Numbcr of unity,If multi-family 1 - SEER: 10.00 - 4. Numbs of Barrooms 3 - b.N/A - 3_ Is this a worst case? Yes 6. Conditioned floor area(ft') 1190 W c, N/A - 7. Olin ansa A type _A. Clear-single pane 0.0 fe - 13. Hosting systems b.Clear-double parte 144.0 f - a. Electric Heat Pump Cap:30.0 kBtu/hr - c. Tint/odw SC/SHOC-single pane 0.0 ft= HSPF:7.00 - d.Tint/other SC/SHGC-double pant 0.0 W b.N/A 8. Floor typo - - a. Slab-On-Grade Edge Insulation R-0.0,170.0(p)R _ e. N/A - b.N/A c. N/A U. Hot water systcros 9. Wall types - a_ MecMC Resistance Cap:50.0 gallons a. Frame,Wood..Exterior R 11.0,1024.0 ft - EF:0.86 - b. Frame,Wood,Adjacent R=11.0,182.0 ft - b.N/A - c. N/A - d.N/Ac. Conservation credits _ e, N//1 (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dodicstod heat pump) A. Under Attic R=30.0,1208.0 f - 15. HVAC credits - b.Under Attic R-19.0,100.0 01 (CF-Ceiling ran,CV-Cross ventilation, e. N/A HF-Whole house fan, 11. Duct., - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup,Rr6.0,125.0 ft - RB-Attic radiant barrier, b.N/A W-C-Multizone cooling, M&H-Multizone beating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) o4Twe 6T,ty� in this home before pection.Otherwise,a new EPL Display Card will be completed � based on installed top t features. Builder Signature Date: 6 Address of New Home: L�2/Jlrz!ec[ ��;%' City/FL Zip: / ��'-fie /? c2.c'�LL �'eo4 r11e�`' *NOTE.- The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating.jf your score is 80 or greater(or 86 for a US EPA/DOE EnergySiarn'designation), your home may qual(fy for energy ejJleiency mortgage(EEM incentives(f 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-uefedu for information and a list of certifted Raters_ For information about Florida's Energy Efficiency Code For Building Comtruciian, contact the,Department of Community Affairs at 8301487-1824. EnergyGaugeO(Version:FLR3PA 2.02) Received Time Apr •25 . 9 :02AM EL4/25/2000 08:01 9042780366 MCGOWAN'S HVAC PAGE 09 Residential System Sizing Calculation Summary Project Title: Class 3 Rating 1190 Registration No. 0 Climate: North 4/25/00 Location for weather data: Jacksonville -Defaults: Latkude(30) Temp Range(M) Humid) 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 heatina load calculation 19971 Stuh Total cooling load calculation 20216 Btuh Submitted heating capacity 30000 Btuh Submitted cooling capacity 24000 Btuh Submitted as%of calculated 150.2 % Submitted as%of calculated 118.7 % WINTER CALCULATIONS Winter Headna Load for 1190 ft Load component Load OVOK^) Window total 144 sgft 3974 Btuh Wall total 1206 sqft 3809 Btuh Door total 38 sqft 528 Btuh Ceiling total 1308 sqft 1770 Btuh Floor total 170 ft 5236 Stuh Infiltration 89 cfm 3703 Btuh • �ewnw sa__� .7 Y toi )l -IaIVLV t7tYmt F1mr(9aK) Duct loss 951 Btuh TOTAL HEAT LOSS 15971 Btuh SUMMER CALCULATIONS Summer Cooling Load for 1190 soft) Load cornwrient Load Window total 144 sqft 5220 Btuh Laws"aff 0%) Wall total 1206 sqft 2291 Btuh LMIr,tieasY) Door total 38 sqft 404 Btuh Ceiling total 1308 sqft 1990 Btuh Floor total 0 Btuh Infiltration 81 cfm 1885 Btuh rr.o.rr,atp Intemal gain 3300 Btuh cw..rvx, Subtotagamelble) 14890 Btuh Duct gain 1489 Btuh Total sensible gain 16379 Btuh Latent aain(infiltration) 2687 Btuh The sena metnod used wa:,W uye®system Slttno. Lalant ytstb i(InWi nssq 1100 MullPREPARED BY: Total latent gain 3837 Stuh PATE. TOTAL HEAT GAIN 20218 Stuh EnsrgyGsugsO FLR3PA 2.02 Received Time Apr • 25 . 9 :02AM e OWNER: Spec Lot 5, Block 164 Section"H"Atlantic Beach SPECIFICATIONS DATE: 5/4/2000 BUILDER: BESTCON, INC CONSTRUCTION ]OB ADDRESS: Lot 5, Block 164, Section „H„ Atlantic Beach ( Camelia Street, Atlantic Beach, FL 32233) All Items may not apply. (Mark those either"In Allowance," "Owner Choice," Not Applicable"N/A," or"None." 1. FOUNDATION: Not Applicable - Monolithic Slab FOOTING-Concrete Mix or PSI: NA Slump: NA Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FROST FOOTING-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: N/A If Concrete Block-Size: N/A Concrete Mix or PSI: N/A Slump: N/A Width: N/A Beam Pocket Size: N/A Reinforcing: N/A Number: N/A Spacing: N/A N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A T Number: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: N/A FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A R-Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: N/A BESTCON,Inc. CRC-022365 4000-B St Johns Avenue Jacksonville FL 32205 1 OWNER: Spec Lot 5, Block 164 Section "H"Atlantic Beach 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A Finish&Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish &Curing Compound/Sealer: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: Varies Finish &Curing Compound/Sealer: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 3'wide Finish&Curing Compound/Sealer: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 8'x 10' Finish&Curing Compound/Sealer: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: 16'wide Finish&Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: 2 - #5 at perimeter FOUNDATION BOLTS-Spacing: 1/2"x 10"32"O.C. Location: At perimeter EXPANSION JOINTS-Type: None Location: N/A CONTROL JOINTS-Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists; floor joists; sub flooring; plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging; joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks,treads and risers. SESrCON,Inc. CRC-022365 4000-B St Johns Avenue Jacksonville FL 32205 2 OWNER:Spec Lot 5, Block 164 Section"H"Atlantic Beach Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16"O.S.B Size: 4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Cedar Impressions(front)&Mainstreet(Sides&Rear) Size: Varies Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A Nails-Framing Members: Common or Galvanized (weather related) Siding: Galvanized Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top&Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers,Windows&Doors #2 or Better SYP 2x10/12 N/A 6' Headers,Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,Inc. CRC-022365 4000-B St Johns Avenue Jacksonville FL 32205 3 OWNER:Spec Lot 5, Block 164 Section"H"Atlantic Beach Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2"vinyl decorative trim Door Trim 3-1/2"vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material: #26 galvanized steel Windows: Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents: Vinyl Gable Vents: None 4. WINDOWS: Manufacturer/Style: KINCO MARK 50 Material: Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass doors Shutters: N/A 5. ROOFING: Shingles Material:TAMKO Fiberglass Grade: 20 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4"galvanized Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4"galvanized Roof Edging: 6"pre-painted galvanized steel Step Shingle Flashing: 5"x 5"galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18"galvanized Roof Fans/Vents: 6'steel off-ridge BESTCON,Inc. CRC-022365 4000-B St Johns Avenue Jacksonville FL 32205 4 OWNER: Spec Lot 5, Block 164 Section "H"Atlantic Beach 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors) Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage ROLL-LITE Model 110 16'x7' 2-1/2" ROLL-LITE Other BESTCON,Inc. CRC-022365 4000-B St Johns Avenue Jacksonville FL 32205 5 OWNER: Spec Lot 5, Block 164 Section"H"Atlantic Beach 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek 1650 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1700 Rim Joist N/A Floor N/A Other 9. INTERIOR MILLWORK: Item Manufacturer Style Size &/or Material Doors Generic Hardboard 6-Panel Varies Casing Generic Finger-jointed white pine WMP-256 2-1/4" Base Generic Masonite WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger-jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSEf-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,Inc. CRC-022365 4000-B St Johns Avenue Jacksonville FL 32205 6 OWNER:Spec Lot 5, Block 164 Section"H"Atlantic Beach 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No.of Coats Installation Walls Ceilings ALL WALLS Sheetrock 1/2" Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock/Popcorn Texture 1/2"Ceiling Nailed 3 Finish-Walls: Smooth Finish-Ceilings: Popcorn Texture Other: 1/2"water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,Inc. CRC-022365 4000-B St Johns Avenue Jacksonville FL 32205 7 OWNER:Spec Lot 5, Block 164 Section"H"Atlantic Beach 11. CABINETS VANITIES COUNTERTOPS BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE &/OR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Guest Bath Bath #1 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Bath #2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile&Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath: w/felt Other: Stucco at foundation only BESTCON,Inc. CRC-022365 4000-B St Johns Avenue Jacksonville FL 32205 8 OWNER: Spec Lot 5,Block 164 Section "H"Atlantic Beach 11 HEATING: Gas Furnaces shall have an AFUE of 80% or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump/Air Conditioner Brand Name, Model, Size: JANITROL C/U CPKE30-1A A/H A30-05 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make,Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers(except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style,&Number: CODY One-way throw-11 Grilles Brand Name, Style, &Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, &Model: N/A Electronic Air Cleaner Brand Name, &Model: N/A Baseboard Heat Brand Name, Model &Numbers: N/A Stove Vent: N/A Dryer Vent: 4"metal Bath Vents: 3"diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON,Inc. CRC-022365 4000-B St Johns Avenue Jacksonville FL 32205 9 OWNER:Spec Lot 5, Block 164 Section"H"Atlantic Beach 14. PLUMBING: _T Waste Disposal-Public: City of Jacksonville Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of Jacksonville Beach Private: N/A Pressure Reducing Valve-Make&Model: N/A Gas Supply-Public: N/A Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue 3/a" House to Water Heater CPVC SCD40 Glue 3/4" House to Bathrooms CPVC SCD40 Glue 3/4 TO 1/2" House to Kitchen Sink CPVC SCD40 Glue 3/4"TO 1/2" House to Refrigerator CPVC SCD40 Glue 3/4"TO 1/2" House to Dishwasher CPVC SCD40 Glue 3/4"TO 1/2" House to Ice Maker N/A Other BESTCON,Inc. CRC-022365 4000-B St Johns Avenue Jacksonville FL 32205 10 OWNER:Spec Lot 5, Block 164 Section"H"Atlantic Beach Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number,etc. Master Bath Guest Bath Bath #1 Bath #2 Water Closet STERLING STERLING Elongated Elongated Toilet Seat Church Church Shower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D- DELTA D- 2710LHP/H62/A62 1448LHP/H71/A WH 72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A72 WH Lavatory Faucet&Control DELTA D- DELTA D- 2521LHP/H22/A22 2521LHP/H22/A WH 22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location,Type&Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location,Type&Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other BESTCON,Inc. CRC-022365 4000-B St Johns Avenue Jacksonville FL 32205 11 OWNER:Spec Lot 5, Block 164 Section"H"Atlantic Beach Fixture Description-Brand Name,Model Number,etc. Size/Other Kitchen Sink Eljer C/I 33x22 4 hole 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other M ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Levington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,Inc. CRC-022365 4000-B St Johns Avenue Jacksonville FL 32205 12 OWNER:Spec Lot 5, Block 164 Section"H"Atlantic Beach 220 High Voltage Wiring Detail: Item Wire Breaker Size Individual Quantity Size Circuit Stove # 8 copper 50 amp Yes Oven # 8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump # 8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,Inc. CRC-022365 4000-B St Johns Avenue Jacksonville FL 32205 13 OWNER: Spec Lot 5, Block 164 Section"H"Atlantic Beach 110-Vo taa Wiring Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 4 4 15 Dining/Family 15 amp #14 CU 6 3 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 0 Master Bath 15 amp #14 CU 2 2 1 Guest Bath 15 amp #14 CU 2 2 1 Bath #1 Bath #2 Master Bedroom 15 amp #14 CU 3 2 5 Bedroom #1 15 amp #14 CU 1 1 5 Bedroom #2 15 amp #14 CU 1 1 4 Bedroom #3 Closet#1 15 amp #14 CU 0 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 15 amp #14 CU 0 1 2 Garage 15 amp #14 CU 1 2 2 BESTCON,Inc. CRC-022365 4000-B St Johns Avenue Jacksonville FL 32205 14 OWNER:Spec Lot 5, Block 164 Section"H"Atlantic Beach 110 Voltage Wiring Detail continued Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 CI 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 4 3 Weatherproof Recept.. 15 amp #14/2 CU 2 Smoke Detectors 15 amp #14/2 CU 5 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name&Model Number Wire Size Quantity Dining Room FURNISHED BY OWNER 1 Breakfast Nook Progress 4609-30 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-11 1 Master Bedroom Closet 4'2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls, Closet or Laundry Progress 3408-30 2 Garage 4'2 light wraparound 2 Kitchen 4'2 light wraparound 1 Garage(front wall bracket) Progress 5846-11 1 Front Porch (O/H) Progress 5805-11 1 Kitchen Sink(O/H) Recess with open trim 2 BESTCON,Inc. CRC-022365 4000-B St Johns Avenue Jacksonville FL 32205 15 OWNER:Spec Lot 5, Block 164 Section"H"Atlantic Beach 16. PAINTING: PAINT, EXTERIOR: COLORWHEEL CW#300 Number of Coats: 2: N/A Siding: Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: COLORWHEEL CW#350 2 -coats Swiss Coffee L-4 Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks/Downspout Extensions: N/A Other BESTCON,Inc. CRC-022365 4000-B St Johns Avenue Jacksonville FL 32205 16 OWNER:Spec Lot 5, Block 164 Section"H"Atlantic Beach 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7-0"AFF Guest Bath Bath #1 VINYL Owner's Choice To 7'-0"AFF Bath #2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1/2"MR Sheetrock Grout: Owners'Choice Other 19. SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name&Model: Pre-wire ONLY Attic Fan Brand Name&Model: N/A Skylight Brand Name&Model: N/A Roof Ventilator Brand Name&Model: N/A Smoke Detectors Brand Name&Model: Firex 4418 w/battery backup Intercom Brand Name&Model: N/A Style&Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 3 Burglar Alarm Brand Name&Model: N/A Other: 20. LOT GRADING and LANDSCAPING: Lot will be finalgraded for proper drainage after or near completion of the house. Square footage and type of sod: 3,000 SF of Floritam St.Augustine Number and species of plants: 30- 3 gallon plants(species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: BESrCON,Inc. CRC-022365 4000-B St Johns Avenue Jacksonville FL 32205 17 OWNER:Spec Lot 5,Block 164 Section"H"Atlantic Beach 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22. ALLOWANCES: Manufacturer and INSTALLATION ITEM Model/Style DATE(Tentative) Wallpaper, Materials,&Labor N/A N/A Floor Coverings-Carpet Portico-Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong- Memories N/A Range MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hood vent MAYTAG H 304RA N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets,Vanities,Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors,Shower Doors, Bath Hardware, Medicine Cabinets Lee-Rowan&Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation, Fertilizing& See Above N/A Labor N/A N/A N/A N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,Inc. CRC-022365 4000-B St Johns Avenue Jacksonville FL 32205 18 04/25/2000 08:01 9042780366 MCGOWAN'S HVAC PAGE 01 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1190 Builder: BESTC0 Address: Lot: 51184, Sub:ALTMEACH, Plat: Permitting Office: City, State: , o - C'a,rn& ia' stii� Permit Number: Owner. Cie- ,C3+�2 t F1-- Jurisdiction Number. Climate Zone: North 32)-33 _._..... .._._...._. 1. New construction or existing New 12, Cooling systems -- _ 2. Single family or multi-family Single fhmily a. Central Unit Cap:24.0 kBtu/hr — 3. Number of unite,if multi-family I SEER: 10.00 _ i 4. Number of Bedroom 3 b.N/A — S. is this a wast case? yes _ 6. Conditioned flea area(W) 1190 fF c. NIA — 7, Glass am tit Wpe ■. Clear-single pane 0.0 ftl 13. Heating systems b.Clear-double pane 144.0 fe a. Electric Heat Pump Cap:30.0 k9tu/hr _ c.Tintlothcr SC/SHGC-single pane 0.0 ft' _ HSPF:7.00 — d.Tint/other SC/SHGC-double pane 0.0 W b.N/A - 8, Floor typo - a. Slab-0n-Grade Edge Insulation R-0,0, 170.0(p)R _ c. N/A - b.N/A c. N/A 14. Ha water systems 9. Wall type — a, Electric Rosistance Cap:50.0$&lions — a. Framc,Wood,Exterior Rr1I.0,1024.0 ft' _ EF;0.86 — b.Frame,Wood,Adjacent R-11.0,182.0 S' b.N/A c. N/A d. N/A _. c. Conservation credits — e. NIA (HR-Heat recovery,Solar i 10. Ceiling types _ DHP-Dedicated heat pump) a, Under Attic R-30,0,1203.0 fe 13. HVAC credits _ b.Under Attic R•19.0,100.0 fe (CF-Ceiling fan,CV-Cross ventilation, I c. N/A HF-Whole house fan, 1111 11. Ducts _ PT-Programmable Thermostat, i a. Sup:Une. Ret;Unc. AH:Garage Sup,R-6.0, 125.0 A — W-C-Multizone cooling, b.N/A MZ-H-Multizone heating) Total as-built points: 18247.00 PASS ��c Glass/Floor Area: 0.12 Total base points: 18771.00 S 1 hereby certify that the plans and specifications covered Review of the plans and - by this calculation are iryWmpllance with the Florida specifications covered by this `,04��srsr8o j Energy Code.r�-I 14W401 calculation indicates compliance with the Florida Energy Code. PREPARED BY: GILBERT MILLER _ _. oZ -d'z1 Before construction is completed DATE: this building will be inspected for I hereby certify that this building, as designed, Is in compliance with Section 553.908 �o compliance rida Energy Cod Florida Statutes. o we OWNE AGENT:LV - BUILDING OFFICIAL: DATE: -11,2-500 DATE: EnergyGaugeO(Version: FLR3PA 2.02) Received Time Apr .25 . 9 :02AM 04/2512000 08:01 9042780366 MCGOWAN'S HVAC PAGE 02 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS. Lot:$/164, Sub:ALT.BEACH, Plat: ,,, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hg( Area X SPM X SOF = Points .18 1190.0 33.06 7000.3 Double,Clear N 1.3 5.0 15.0 19.22 0.93 268.0 Double,Clear N 11 2.0 8.0 19.22 0.78 119.5 Double,Clear E 1.3 2.0 4.0 40.22 0.63 101.2 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 8 1.3 3.0 8.0 34.50 0.70 192.0 Double,Clear W 1.3 8.0 30.0 36.99 0.97 1074.8 As-Bulk Total: 144.0 4619.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajosnt 182.0 0.7 127.4 Frame,Wood,Exterior 11.0 1024.0 1.70 1740.8 Extarlor 1024.0 1,70 1740.8 Frame,Wood,Adjacent 11.0 182.0 0.70 127.4 Bass Total: 1206.0 11168.2 As-BuIR Tobl: 1206.0 1868.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 16.0 2.40 43.2 Exterior Insulated 20-0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjaoenl insulated 18.0 1.60 28.8 Bess Total: 38.0 165.2 As-Bulk total: 36.0 110.6 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 1208.0 0.80 724.8 Under Attic 19.0 100.0 1.10 110.0 Base Total: 1190.0 714.0 Aa-BulR Took: 1308.0 834.8 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: -6=.0 AwBullt Total: -7004.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1190.0 10.21 12149.9 1190.0 10.21 12149.9 EnergyGauga&DCA Foran 600A-97 EnwgYGa"o0A eaFREE'97 FLR3PA 2.02 Received Time W . 25 . 9:02AM 04/25/2000 08:01 9042780366 MCGOWAN'S HVAC PAGE 03 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 51184, Sub:ALTZEACH, Plat ... PERMIT#: BASE AS-BUILT Summer Base Points: 15687.6 Summer As-Built Points: 12508.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 1255.8 1.000 1.047 0.341 1.000 4469.9 15687.6 0.3573 5605.2 1 12508.8 1.00 1.047 0.341 1.000 4469.9 Ene►gyGaugem DCA Fotm d00A.97 EneryyGsug*"*sFREE'97 FLR3PA 2.02 Received Time Apr .25 . 9:02AM 04/25/2000 08:01 9042780366 MCGOWAN'S HVAC PAGE 04 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building. Performance Method A - Details ADDRESS: Lot: 51164, Sub: ALTZEACH, Plot: ,, , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points .18 1190.0 9.78 2091.8 Double,Clear N 1.3 6.0 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 4.0 9.09 1.18 43.0 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 6.0 4.03 1.49 48.1 Double,Clear W 1.3 8.0 30.0 10.77 1.01 325.7 Aa41uIR Total: 144.0 1416.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 182.0 3.5 665.2 Freme,Wood,Exterior 11.0 1024.0 3.70 3788.8 Exterior 1024.0 3.70 3788.8 Frame,Wood.Adjacent 11.0 182.0 3.60 655.2 Base Total: 1206.0 4+144.0 An-Built Total: 1206.0 4444.0 DOOR TYPES Area X BWPM - Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 18.0 8.00 144.0 Base Total: 38.0 463.0 An-Built Total: 38.0 312.0 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 1208.0 1.20 1449.6 Under Attic 19.0 100.0 2.00 200.0 Base Total: 1190.0 1429.0 As-Built Total: 1308.0 1849.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 170.0(p) 8.9 1513.0 Stab-On-Grade Edge Insulation 0.0 170.0(p) 18.80 3198.0 Raised 0.0 0.00 0.0 Base Total: 1513.0 Ae4Bullt Total: 3188.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1190.0 -0.59 -702.1 1 1190.0 -0.59 -102.1 EnergyGaugs®DCA form 600A-97 EnwgyGsugsWRe%FREE'97 FLR3PA 2.02 Received Time Apr . 25 . 9 :02AM 04/25/2000 08:01 9042780366 MCGOWAN'S HVAC PAGE 05 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 5/164, Sub: ALT.BEACH, Plat: .,, PERMIT#: BASE AS-BUILT Winter Bass Points: 9227.5 Winter As-Built Points: 10318.0 Total Winter X System - Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 10318.0 1.000 1.064 0.487 1.000 5348.0 9227.5 0.5340 4927.6 1 10318.0 1.00 1.064 0.487 1.000 5348.0 Energy0sugewA DCA Form 800A-97 En8W1GQuP&ResFREE'97 FLR3PA 2.02 Received Time Apr . 25 , 9 :02AM 04/2512000 08:01 9042780366 MCGOWAN'S HVAC PAGE 06 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 611164, Sub:ALTZEACH, 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 2744.00 8238.0 50.0 0.86 3 1.00 2809.86 1.00 8429,6 As-Built Total: M29.6 CODE COMPLIANCE STATUS BASE AS—BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 5606.2 4927.5 8238.0 18770.7 4469.9 6348.0 8429.6 18247.5 PASS �04g1114 8� OA w"s EnergyGaugeTM DCA Form 400A-97 EnorgyC,4ugWM9*FREE'97 FLR3PA 2,02 Received Time Apr . 25 . 9 : 02AM 04/25/2000 08:01 9042780366 MCGDWAN'S HVAC PAGE 07 FORM 600A-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot:51164, Sub:ALT.BEACH, Plat, , ,, PERMIT 0: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS __ SECTION REQUIREMENTS FOR EACH PRACTICE __ CHECK Windom Exterior ndo6 Doors, 606.1.ABC.1.1 Maximum;.3 Gffrl/ .ft.window area;.5 0fm/e .ft.door area. Exterior 8 Adjacent Walls 808.1,ABC.1.2.1 Caulk,gasket,weathamtrlp or seat between windows/doors i3 frames,surrounding well; foundation&wall sok or sill plate;joints between exterior wall panels at comers;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walk where a continuous Infiltration barrier is installed that extends from and Is sealed to the foundation to the too plate. _ Floors 606.1ABC.1.2.2 Penetrotions/openings X1/8"sealed unless backed by truss or Joint members. EXCEPTION;Frame Moors where a continuous inflitration barrier is installed that is sealed _. to the 06firn0ftf.06110trations,and seams. Ceilings 808.1.A13C.1,2.3 Between wells&ceilings;penetrations of ceiling plane of top floor;around shafts,chases. Wills,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board 3 top plate; attic access,EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that Is sealed at the perimeter,at F2notrations end 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 8 3"from Insulation;or Type IC rated with c 2.0 cfm from conditioned space,tested. J Multi-ato Houses _ 15M.1,ABC.1.2.5 Air barrier on perimeter of floor cov' between floors. Additional Infiltration refits 606.1 ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NEPA. have combustion air. — I 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded b all residences. COMPONENTS SECTION.-,.- REQUIREMENTS ._...__._ CHECK Water Heaters 812.1 Comply with of lency requirements In Table 8-12.Switch or clearly marked circuit breaker electric or cutoff as must be rovided.External or built-in hest trap required. Swimming Pools&Spas 612.1 Spas a heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa 8 pool heaters must have a minimum thermal effiokn of 78%. Shower heads 812.1 Water flow must be restricted to no more than 2.5 gallons per minute at W 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 crlterla of Section 610. .._.._ Ducts In unconditioned attlos:R-8 min.insulation. _ HVAC Controls 807.1 Se erase readily accessible manual or automatic thermostat for each system. Insulation 804.1,602.1 Collings-Min.R-1 g.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&Moors R-11. EnergyGsuge"'DCA Form 600A-97 Ener9yGsu9s®VReeFREEV7 FLR3PA 2.02 Received Time Avr . 25 . 9 : 02AM 04/25/2000 08:01 9042780366 MCGOWAN'S HVAC PAGE 08 ENERGY PERFORMANCE LEVEL. (EPL) DISPL.A►Y CARD ESTIMATED ENERGY PERFORMANCE SCORE* =82.9 The higher the score,the more eftient the home. Lot: 5/164, Sub: ALT.BEACH, Plat: , , , 1, New construction or existing New — 12. Cooling systems 2. Single family at multi-tinnily Single family — a. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-Homily 1 — SEER: 10.00 _ 4. Number of Bedrooms 3 _ b.N/A 5. is this a worst case? yes _ 6, Conditioned floor area(ft') 1190 R' c, N/A _ 7. Glass area t type _ A. Clear-single pane 0.0 R' — 13. Heating system b.Clear-double pane 144.0 f!' — a. Electric Heat Pump Cap:30.0 kBtu/hr _ a Tint/other HSPF:7.00 other SC/SHOC-single pane 0.0 fN _ d.Tint/other SC/SHGC-double pant 0.0 ft' b.NIA 8. Floor type _ a. Slab-On-Grade Edge Insulation R-0.0,170.0(p)R _ 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, 1024.0 fN _ EF:0.86 b.Frame,Wood,Adjacent R=11.0,182.0 fN _ b.N/A c. N/A _ d,N/A c. Conservation crrdits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling type _ DHP-Dedicatod heat pump) a. Under Attic R-30.0, 1208.0 W 15. HVAC credits _ b.Under Attic R-19,0,100.0 ft' (CF-Ceiling fan,CV-Cross ventilation, e. N/A HF-Whole house fan, I I. Ducts _ PT-Programmable Thermostat, a. Sup:Unc, Rct:Unc, AH:Garage Sup,R-6.0,125.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizonc cooling, MZ-H-Multizone besting) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exccedcd) o,Iltesrdy� in this home before ' spection.Otherwise,a new EPL Display Card will be completed oe, based on installed mp ' t features. L,l �p Builder Signature. Date. r- ,25eo 6 Address of New Home: City/FL Zip: 4AdktLje'q.c >L_ �eoD wa,tq *NOTE.- The home's estimated energy per 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 EPAIDOE EnergyStar n'designation), .vour home may qual(fy for energy efficiency mortgage(EEA0 incentives(f you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge,Hotline at 407/638-1492 or see the Energy Gauge web site at www jsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 830/487-1824. EnergyGaugem(Version:FLR3PA 2.02) Received Time Apr - 25 . 9 : 02AM 04/25/2000 08:01 9042780366 MCGOWAN'S HVAC PAGE 09 Residential System Sizing Calculation Summary Project Tide: Class 3 Rating 1190 Registration No. 0 Climate: North 4/25100 Location for weather data: Jacksonville -Defaults: Latitude(30) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb Q7F 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 heatina load calculation 19971 Stuh Total cooling load calculation 20216 Btuh Submitted heating capacity 30000 Btuh Submitted cooling capacity 24000 Btuh Submitted as%of calculated 150.2 % Submitted as%of calculated 118.7 % WINTER CALCULATIONS Winter Heatin Load for 1190 ft Load com Hent Load vwwow.c�ox) Window total 144 sqft 3974 Btuh Wall total 1206 sqft 3809 Btuh Door total 38 sqft 526 Stuh Ceiling total 1308 sqft 1770 Btuh Floor total 170 ft 5236 Btuh Infiltration 89 cfm 3703 Btuh Subtotal 19020 Btuh MOW„x, M...n.x� Duct loss 951 Btuh TOTAL HEAT LOSS 18971 Btuh SUMMER CALCULATIONS Summer Coolin Load for 1190 soft) Load com t Load Window total 144 sqft 5220 Stuh Wall total 1206 sqft 2291 Stuh ub,,, Door total 38 sqft 404 Btuh Gelling total 1308 sqft 1990 Btuh Floor total 0 Btuh Infiltration 81 cfm 1685 Btuh ►�.o.�+.+�, Internal gain 3300 Btuh �*> Subtotal(sensible) 14890 Btuh Duct gain 1489 Btuh °i1 "" wrc,•�> Total sensible gain 18378 Stuh Latent asin(infiltration) 2687 Btuh LIAW0111 Waln(Intesmal) 1 100 Mull Tne china metnoa used was�vG p®Svstem Slzina. Total latent gain 3837 Stuh PREPARED BY: TOTAL HEAT GAIN 20218 Stuh Er"yGao9a FLR3PA 2.02 Received Time Apr - 25 , 9 : 02AM '"''P1RY 08 '00 13:58 � R,S ........,......�.,....•... 831 P01 MAP SHOWING PLOT PLAN OF LOT 5, BLOC 1K 164, S AS SHOWN ON MAP OF SECTION H ATLANTIC: BEACH As RECORDeD IN PLAT 80QK 10. YAUh 34 OF THE CURRENT PURUC RECORDS OF DUVAL COUNTY. FLORIDA. 9EARINO REFERENCE: N01 22'00"W FOR THi EAMRLY R LINK FOIL CAMELIA 5TRBET. TREE LEGEND FOR: BFSnN- "INC. O OAK THAN OAK TWIN HOLLY • PALM C A M E L I A S T R E E T ( 50' R/W ) (14) S01 .22' 0"E 50.0 (ls at4.) (LB 6N45) 70.0' ILA ease) U � } W G In acV0 �; � NO Q 2' b.0� n• >n 10.0' W 0I NJ A `J o o. M ` 3.5 3 Q >+ Z e �" X -, 0 0 0 0 Ift (O to 00 Q ao 00 Q^ s' 00 U)Z 2$ V) 19 L O C K 1 9 4 W WOOD FENCE L O T 5 a,c 50.0 R L O o K + e s L O T L O T L 0 T A. — — (0-0971--LOT 5-164 - T1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITIED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 N: 2 Complete Trusses Required BOT 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. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, WEBS : 1 ROW @ 4" o.c. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. IN EACH ROW TO AVOID SPLITTING. #1 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. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W50 = W1.5X3 III W3X4= W5X9 W1.5X3 = T2 W1.5X3 = 6 F— :: <HS612 6 B2 W3X7 = W5X7 = 2-0-0 4 I 1 P812 W3X7(A1) W1.5X3 III W3X9 = W3X5(A1) L<-2-1-9—J 7-0-0 I 12-6-0 -A—_ 7-0-0 3-1J 6-3-8 T 7-5-8 T 12-9-0 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 OTY:1 FL 1 R - Scale =.25" Ft. *`WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 20.0 P S F R E F J A X--5 0 8 0 BRACING. REFER TO HIR 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 503 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO 1"HVAr�• STRUCTURAL PANELSEUBOTTOMSCHORDISHALLHHARIYESA PROPERLYOATTACHED RDIGIDACEILING,PROPERLY ATTACHED pP.�PtiFl�gT9� T C D L 7.0 P S F DATE 04120100 "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO N0.44998 BC DL 10.0 PSF DRW BFSUSJAX 00111497 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BC ILL 0.0 P S F B F S-ENG FA/DH ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN A�O} STA20 TE OF f� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE E AC HE FACE SO FRTR TRUSS. AND OF AN020GAE UNLESS OTHERWISE GR40 GAL . STEON ERISE DESIGN.XCEPT SP NOT D. A PLY CONNECTORS CONNECTORS TO N�� TOT.LD. 37.0 PSF S E O N - 34301 DRAWINGS ]60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F ROM P A T BUIIdCfS FITSISOUI•CC RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS - )8CIC9oX1ViIIC,FL COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF iNE BUILDING DESIGNER. PER SPACING 24.0" ANS17TP1 1-1995 SECTION 2. (0-0971--LOT 5-164 - T2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 10-0 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 0.20" DEFLECTION 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 1 6 W4X10 = J 4 W5X14 s 2-0-0 +8-1-2 W3X7(A1) W3X8 = W3X4(A1) W1.5X3 III L<-2-I-9-�;-J L--,-2-1-9-IJ fE9-0-0 _� 8-6-0 J_ 9-0-0 �) f 6-3-8 r 7-5-8 T 12-9-0 1 26-6-0 Over 2 Supports J R-1092 U-500 W-3.5" R-1092 U-500 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Obl QTY:1 FL - 1 R - Scale —.25"/Ft. 'WARNING"` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 PSF R E F JA X--5081 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO ��LH utr�' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HA YE PROPERLY ATTACHED QP:PSIFlC• q T C D L 7.0 P S F DATE 04120100 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .•V�4 '9j.•_� `"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N0.44888 BC DL 10.0 PSF DRW BF SUSJAX 00111498 PRODUCTS, INC. SHALL NOi BE RESPONSIBLE FOR ANY DEVIATION FR ON THIS DESIGN; ANY FAILURE TO } 20 #•OD BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANEL NG, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIF,N CONFORMS WITH APPLICA8LE PROVISIONS Of NDS (NATIONAL DESIGN }p� STATE 0 i B C L L 0.0 PSF B F S-ENG FA/DH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO / / ro. T 0 T.L D. 37.0 PSF S E Q N - 34215 EACH FACE OF TRUSS, AND UNLE 55 O7HE RWI SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER j A DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F ROM P A T BU11dCIB FIf5150111'Ce RESPONSIBILITY SOLELY FOR THE TRU S5 COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Jxksonville,FL ANSI�NPI 1-1995NSECTIOONC2. BUILDING (S THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER SPACING 24.0" (0-0971--LOT 5-164 - T3) THIS DWG PREPARED FROM COMPUTER INPUT ((_DADS & 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 0.22" DEFLECTION 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 W1.5010 6 F— W7X8 6 J W5X14 = 2-0-0 4 +8-1-2 W3X7(A1) W3X4(A1) W1.5X3 III W4X10 = 2-1-9-�J L<-2-1-9-3-J 11-0-0 4-6-0 11-0-0 _I 6-3-8 T 7-5-8 T 12-9-0 26-6-0 Over 2 Supports j R-1092 U-490 W-3.5- R-1092 U-500 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Obl QTY:1 FL - 1 R - Scale =.25" Ft. ••WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 PSF R E F JA X--5082 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE .f� INSTITUTE. 583 1D'ONNOCFTRIOIO DR.. SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO v`v LIf/jr)' STRUCTURAL PANEL SFUBOTiOMSCHOROESHAILHNAVESA PROPERLYDAT7ACHEDORDIGIOACEl G,PROPERLY ATTACHED QQ'.�PtI46 'O T C D L 7.0 P S F DATE 04/20/00 "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOH ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 0' 996 BC DL 10.0 PSF DRW BFSUSJAX 00111499 BUILD THE TRUSSES IN CONFORMANCE WITH TPF: OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANDF SOHO F ;* B C L L 0.0 P S F B F S-ENG FA/DH ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORM WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOS+FST AND PAPER ASSOCIATION) AND TPI. ALPINE •''c CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL Y. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 3 7.0 P S F S E Q N - 34217 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s/ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FROM P A T Builders FistSource RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TAB Il1TY AND USE OF INIS Jacksonville,FL COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" ANSI/TPI 1 1995 SECTION 2. i (0-0971--LOT 5-164 - T4) 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 :B2 2x4 SP #1 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 0.23" DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD. W1.5X3 III W4X4=_ W4X6 W1.5X3 W3X4 6 � W4X8 = 6 B2 J 4 W5X7 = 2-0-0 j 0 8-1-2 W3X4= W3X5= W3X4(Al) W3X7(A1) W1.5X3 III L<-2-1-9-�J LI-2-I-9-=,+ rE13-3-0 _(5 13-3-0 r 6-3-8 r 7-5-8 T 12-9-0 26-6-0 Over 2 Supports R-1092 U-490 W-3.5" R-1092 U-490 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Obl OTY:l FL 1 R - Scale a.25" Ft. "WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 PSF R E F J A X--5 0 8 3 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI $3719), FOR SAFETY PRACTICES PRIOR TO v�0 L H(/sr SiRU�TUIN PANELSF UB OTT GMSC HORDE SHAD YE SA PROPERLYDATTAC HED R/GI DACE[LING PROPERLY ATTACHED `PTjFlC,;4� T C D L 7.0 P S F DATE 04120100 `•IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N0.44998? BC DL 10.0 PSF DRW BFSUSJAX 00111500 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO } 20 449 BUILD THE TRUSSES IN CONFORMANCE MITH TPI; OR FABRICATING, HANDLING, SH *00 IPPING, INSTALLING AND ALPINE OR OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN JQ� SATE F ' BC LL 0.0 PSF BFS ENG FA/DH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 'rJ•:'� CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 37.0 PSF S E O N - 34304 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DE516N, POSITION CONNECTORS PER SI DRAWINGS 160 A 7. THE SEAL ON THIS OR4WING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FROM P A T Buildas FXrstSource RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS )acksaXVXlle,FL ANSIONENTIFO995NSECT(ONC2LAR BUILD[NG IS THE RESPONSi BIL I TY OF THE OU f L01 NG DESIGNER, PER SPACING 24.0" (0-0971--LOT 5-164 - T5) THIS DWG PREPARED FROM COMPUILR INPUT (LOADS & DIMLNSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN MGT, SBC, BOT CHORD 2x4 SP #2 N :82 2x4 SP #1 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 0.23" DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. DUE TO LIVE LOAD AND 0.18" DUE TO DEAD LOAD. W1.5X3 III W4X4= W4X6 13 W1.5X3 W3X4 6 —16 W4X8= B2 J W5X7 = 2-0-0 4 +8-1-2 W3X4= W3X5 W3X7(A1) W3X4(A1) W1.5X3 III L<-2-1-9—>J L<-2-1-9-3J 13-3-0 J 13-3-0 _1 6-3-8 T 7-5-8 12-9-0 26-6-0 Over 2 Supports R-1092 U-490 W-3.5" R-1092 U-490 W-3.5- PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Obl QTY:1 FL - 1 R - Scale —.25"/Ft. "WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRII.ATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 PSF REF JAX--5084 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 O'ONOFRIO DR.. SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO .1�OI••N STRUCTRMI NURAL PADES NELSFUN CTBOTION - UNDESHA0 HHAYESA PNOPERLYDATTTOP ACHEDORIGIDACEILINGPROPERLY ATTACHED pQ;,�PTjFj6q.-4 TC DL 7.0 P S F DATE 04120100 "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO Tl�f INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY LEVIATION FROM THIS DESIGN; ANY FAILURE To MO•u998 °: BC DL 10.0 PSF DRW BFSUSJAX 00111501 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND 20 �'DO * B C L L 0.0 P S F B F S-E N G FA/DH BRACING OF TRUSSES. T4 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN AT F ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •. CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 37.0 P S F S E Q N - 34308 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s -- DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F ROM P A T Builders FirstSource RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABiI."'TY AND USE OF THIS Jacksonville,FE. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" ANSIJTPI .1995 SECTION 2. �,n (0-0971--LOT 5-164 - 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 :B2 2x4 SP #1 N: ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL – 5.0 PSF, WIND BC DL – 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.19" DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD. W4X4 W3X4 W4X7 W1.5X3 W3X4 6 I— —i 6 B2 W5X7= 2-0-0 4 W3X7 +8-1-2 W3X7(A1) W5X7 = W3X5 = W3X4(A1) W1.5X3 III L<-2-1-9--.J 13-3-0 _- 13-3-0 (� 6-3-8 1 8-7-8 T 11-7-0 1 26-6-0 Over 2 Supports =j R-1092 U-480 W-3.5- R-1092 U-490 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 QTY:6 FL 1 - R - Scale =.25" Ft. ""WARNING- TRUSSES RIUUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F JA X--5086 BRACING. REFER TO HIB "I (HANDLING INSTALLING AND BRACING), PUBO SHED BY TPI (TRUSS PLATE STITUTE PERFORMING THESEDF' UNOTIj� SDRUNLESSTOTHERMISEDISONCATED, TOPLCHORDFSHALLFNAYEPPROPERLY ATTACHED OPy`•�iYIFlC sr'OO L it T C D L 7.0 P S F DATE 04120100 STRUCTURAL PANELS. BO11 iM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .•Ej� ,T.• *;IMP""IMPORTANT"" FURNISP A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i N0.44996 BC DL 10.0 PSF DRW BFSUSJAX 00111503 ORTANT** INC. SHALL NVi BE RESPONSIBLE FDA ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CI NIORNANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND -p. 2TATE OF * BC LL 0.0 PSF BFS-ENG FA/DH ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN :� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • P.: CONNECTORS ARE MADE OF TOGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO ••.... TOT.L D. 37.0 P S F S E Q N - 34320 EACH FACE OF TRUSS, ANP UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER NAL E DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FROM P A T Builders FirstSource RES PON SI 81 L I TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Jacksonville,FL COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" ANSI/TPI 1-1995 SECTION 2. (0-0971--LOT 5-164 - T8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 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, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 :W9 2x4 SP #2 N: WIND TC DL – 5.0 PSF, WIND BC DL – 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.22" DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. DUE TO LIVE LOAD AND 0.07" DUE TO DEAD LOAD. W4X4 141.50 III W1.5X3 III WH4 W3X9 6 T2 —t 6 W 5 X 4 W7X8 = W9 2-0-0 W5X9= Al = W3X4= W5X7 W3X4 (Al)) W1.5X3 III W1.5X3 III W3X4 W3X4(A1) L<-2-1-9-->J 5-0-0----->J-<-2-1-9-J I 13-3-0 _(, _13-3-0 E J f 11-5-8 T 9-9-8 5-3-0 26-6 0 Over 2 Supports J R-843 U-400 W-3.5" R-1341 U-560 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Obl QTY:2 FL - 1 R - Scale =.25" Ft. WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F J A X--5087 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR,. SUITE 200, MADISON. MI 53719), FOR SAFETY PRACTICES PRIOR TO v�0`'HUsr STRUCTURAL THESE PANELS`UNCTION SCHOON RDESHALOLHAVEHERWI E PROPERLYOATTTopACHEDOROIGIDACLL HAVE EILING,PROPERLY ATTACHED pQ'.��;}ifl� �9� T C D L 7.0 P S F DATE 04120100 *`IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED G PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO No. 99 BC DL 10.0 PSF DRW BFSUSJAX 00111504 BUILD TME TRUSSES IN CONFORMANCE NI TH TPI: OR FABRICATING, HANDLING, $HIPPING, INSTALLING AND ' 20 'ROD ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 5 ATE F BC LL 0.0 PSF BFS ENG FA/DH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER As50f,1A TION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL Y. STEEL. EXCEPT A$ NOTED. APPLY CONNECTORS TO T 0 T.L D. 3 7.0 P S F S E A N - 34344 EACHFACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Q l DRAWINGS 160 A 2. THE SEAL ON THIS DRAWING INDICATES ACCEPIANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F ROM P A T Builders Flrstsource RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Jacksonville,FL. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY 01 THE BUILDING DESIGNER, PER SPACING 24.0" ANSI/TPI 1 1995 SECTION 2. (0-0971--LOT 5-164 - T9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MIR. TOP CHORD 2x4 SP #2 N :T3, T4 2x4 SP #1 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 :W9 2x4 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. GABLE END SUPPORTS 8" MAX RAKE OVERHANG. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE SEE DWGS S10015E & GAB98117 FOR ADDITIONAL REQUIREMENTS. ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. DESIGNED BY THE BUILDING DESIGNER. W4X4 W3X4% T3 W6X6 6 r W3X10 6 W3X4 W3X4 + W9 T4 W3X8 W3X4= 2-I0-0 W5X6 .VTL 8 1 2 W3X4= W5X8 W3X4 W3X4 = W3X4(A1) L<-2-I-9->J X3-0-8 13-3-0 ,►, 13-3-0 J �E 11-5-8 QTc 9-9-8 'T 5-3-0 26-6-0 Over 2 Supports R-910 U-430 W=3.5" R-566 PLF U-218 PLF W-2-3-0 Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Obl QTY:1 FL 1 R - Scale —.25"/Ft. —WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F JA X--5 0 8 8 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED 0Y TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO v�O�"...... • STRUCRTURHES AG PANEL SF UB OF OMCTIONS CH ORDISHAOLHHAYESA P0.0PERLYDATTACHEO RCHORDiGIDACEILING_HAVE PROPERLY ATTACHED QP.�'PjIFlI�:T'1'O TC DL 7.0 P S FPFRFODATE 04120100 "IMPORTANT*` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •` g'9 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �•4�999 BC DL 10.0 PSF DRW BFSUSJAX 00111505 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND STA20 E OF .•'* B C L L 0.0 P S F B F S-ENG F A/D H ALPINE BRACING OF TRUSSES. H15 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST NO PAPER ASSOCIATION) ANO TPI. ALPT NE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 37.0 P S F S E Q N - 10596 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F ROM P A T Builders FirstSource RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Jacksonville,FL COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 2 4.0" ANSI/TP[ 1-1995 SECTION 2. (0-0971--LOT 5-164 - T10) 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 #3 WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.17" DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD. W4X4= W1.5X3 III W 3 X 4 W3X5 6 r— W3X4= 6 2-0-0 W5X5= 4 +8-1-2 W2X5(Al) = W3X4= W4X8 W1.5X3 III W2X9(A1) L<-2-1-9-�;J L<-2-I-9-aJ 11-9-011-9-0 11-5-8 5-9-0 6-3-8 23-6-0 Over 2 Supports R-982 U-440 W-3.5" R-981 U-440 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Obl QTY:3 Fl - 1 R - Scale —.25"/Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F JA X--5 0 8 9 BRACING. REFER 70 FII B-9I (HANDLING INSTALLING AND BRACING), PUBLISHED 8Y TPI (TRUSS PLATE PERFORMING THE SEDF UNCTRONSDR UNLES S. SUTO THERM ISE 0. D I ND TC A NED, TOPI CHORDFSHALLOR FHA YEETY PPROPE RL Y ATTACHED PRACTICES PRIOR TOv��L'HUsr9 T C D L 7.0 PSF F DAT E 04120100 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Q•GY4PS IFlpvT,•� "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED a NO.�898 BC DL 10.0 PSF DRW BFSUSJAX DDI1I522 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD T20 HE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN STA20 0 TS OF :°� B C L L 0.0 PSF B F S-ENG f A/D H SPECIFICATION PURL(SHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �s< T 0 T.L D. 37.0 PSF S E Q N - 10598 EACH FACE OF TRUSS, AND UNE ES5 OTHERW1 SF I0CAT ED ON THIS DESIGN. POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR.FAC. 1.25 F ROM P A T Builders Fi[stSource RESPONSIBILITY SOLFLY FOR THE TRUSS COMPONENT DESIGN SNOWN. THE SUITABR ITV AND USE OF THIS Jacksonville,FL ANSI/TPI 1f 11995N SECTION 7LAR BUILDING IS THE RESPONSIBILf TY OF THE BUILDING DESIGNER, PER SPACING 24.0" (0-0971--LOT 5-164 - 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 NGT, 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. 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 W1.5X3 W1.5X3 III 6 I— 6 J 4 W5X9 = 4 L �5-1-2 W2X5(A1) = W4X7 = W2X9(A1) L<-2-I-9->J L<-2-1-9--.-J IE 11-9-0 11-9-0 ( 11-6-0 5-10-4 T 6-1-12� 23-6-0 Over 2 Supports _I 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. ""WARNING— 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 0 9 0 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719)TOP . FOR SAFETY PRACTICES PRIOR TO ���L Hlsr SPIRFiRUCOTUING I PAHISNELSFUBOTTOMSCHUN ISHALOLHE SE PROPERLYAl DATTACHED R/GIDACEILING,PROPERLY AT pQ'.�PTIp� l-4� TC DL 7.0 PSF DATE 04/20/00 "IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE To + Ne•u9es BC DL 10.0 PSF DRW BFSUSJAX 00111506 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND #Pt 20ATE OF '* g C L L 0.0 P S F B F S-E N G FA/DH ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR00 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 37.0 PSF S E Q N - 34253 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TN15 DESIGN, POSITION CONNECTORS PER at E DRANIMGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F ROM P A T Builders FirstSource RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS _. Jacksonville,FL COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" ANSI/TPI 1 1995 SECTION 2. (0-0971--LOT 5-164 - T12) 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 2x4 SP #3 WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. SEE DWGS S10015E & GAB98117 FOR ADDITIONAL REQUIREMENTS. GABLE END SUPPORTS 8" MAX RAKE OVERHANG. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. DESIGNED BY THE BUILDING DESIGNER. W4X4 W3X4% 6 r- 6 W 3 X 3 W2X4 W3X3 W5X6 = W2X4 W2X4= —� 4 + 4 W2X4= W7X8 L,--2-1 9-,J L--2-1-9-aJ 11-9-0 11-9-0 _I 11-6-0 5-10-4 T 6-1-12 23-6-0 Over 2 Supports R-360 U-310 W-3.5" R-130 PLF U-48 PLF W-12-3-8 Note: All Plates Are W1.5X3 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI (STM 19.Ob1 QTY:1 FL - i R - Scale —.25"/Ft. —WAR NING"" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 PSF R E F J A X--5091 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO v��`'Int PERFORMING THESE FUNC7I NS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED QP:•PTIFIC''•.'4 TC DL 7.0 P S F DATE 04120100 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .•V� ql � "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.44998 BC DL 10.0 PSF DRW BFSUSJAX 00111507 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FRON THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHE INSTALLING AND 20 *OO •* B C L L 0.0 P S F B F S-E N G FA/DH ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN ..STATE OF CONNECTORS SPEC ICATIARE ON PMAOE SOFD20GA BY TASiMMA653AGR40 GALV.N FOREST ND PAPER EXCEPT ASSOC%CE PTIASINOTE OAND TPI. APPLTALPINE CONNECTORS TO TOT.L D. 37.0 P S F S E Q N - 34380 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Al E•N - DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING TNDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR.FAC. 1.2 5 F R OM P A T Builders FirstSou ce RES PONSIB ILiTY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Jacksonville,FL COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" ANSI/TPI 1-1995 SECTION 2. (0-0971--LOT 5-164 - T13) 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 2x4 SP #3 WIND TC DL — 5.0 PSF, WIND BC DL — 5.0 PSF. SEE DWGS S10015E & GAB98117 FOR ADDITIONAL REQUIREMENTS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W3X4 W 3 X 3 6 F-- X3� 6 W3 W2X4 W2X4 R. -ak..8-1-2 W2X4 = W2X4 L-2-1-9---:�-J 5-9-0 I 5-9-0 J 11-6-0 Over Continuous Support 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 =.375" Ft. -WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F J A X--5 0 9 2 BRACING. REFER TO HIB 91 (HANOLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'0NOFRIO DR., SUITE 200. MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO J�Q�"H�Sr PERFORMING URAL THESEPANELFUBCTIONOTTOMSCHORDESHALOLHHAYESA PROPERIYDATTACHED RIGIDACEIUNG.PROPERLY ATTACHED pa.�a}ipC4T. TC DL 7.0 PSF DATE 04/20/00 ..IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED G PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO y,, No.44996 BC DL 10.0 PSF DRW BFSUSJAX 00111508 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND ^Y�' ZO TIDO ALPINE BRASPECING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN T, STAT OF BC LL O.O PSF BFS ENG FA/DH CONNECTORSION ARE PUBLISHED 20GATASTMMER A653AGR40RGAL YA NSTEELFRE XCEPTI AS NOTED. TAPPLYALPINE CONNECTORS TO ,�//J'�/, <y �� TOT.L.D. 3 7.0 PSF S E Q N - 34384 EACH FACE OF TRUSS. AND 11NLE55 OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER / ro DRAWINGS 160 A 7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF OF ENGINEERING OUR.FAC. 1.2 5 FROM P A T Builders FirstSource RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Jacksonville,FL COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" ANSI/TPI 1-1995 SECTION 2. (0-0971--LOT 5-164 - T14) 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 2x8 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. SPECIAL LOADS ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) TC From 54 PLF at 0.00 to 54 PLF at 5.6.7 BC From 468 PLF at 0.00 to 468 PLF at 5.67 W4X4 6 (— —16 8-1-2 W2X10 III W W4X4(A 1) 4X4(A1) (, 2-10-0 I_ 2-10-0 _I —5-8-0 Over 2 Supports—� R-1479 U-740 W-3.5- R-1479 U-740 W-3.5- PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 QTY:1 FL 1 R - Scale =.375" Ft. "WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F J A X--5093 BRACING. REFER TO H18 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53119). FOR SAFETY PRACTICES PRIOR TO v��LIZ�y .STRUCTURAL THESE PANELSFUBCTIONOTTOMSCHORDESHAILHHAYESA PROPERLYDATTOP %'u SH R/G10ALL HAV CElLING.PROPERLY ATTACHED p;. q�40 T C DL 7.0 P S F DATE 04/20/00 -I MPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4 PROpUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE To No.44998 } BC DL 10.0 PSF DRW BFSUSJAX 00111509 BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND STAT-0 OF * B C L L 0.0 P S F B F S-ENG FA/DH ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVE SIGNS OF NDS (NATIONAL DESIGN A• CONNECTORSSPECIFICATON ARE PUBLISHED BY 20GA 1HE ASTMMA653A GR40REST GALYANSTEEL, EXCEPT ASSOCIATION)PAPER ASNOTED. TPI. APPLYACONNECTORS TO .��PG\aT 0 T.LD. 37.0 P S F S E Q N - 34394 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER All DRAWINGS 160 A 1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F ROM P A T Builders FXrslSource RE SPO N5I B I LI TY SOLELY EOR THE TRUSS COMPONENT DE SIC,N SHOWN. THE SUITABILITY AND USE OF TNIS Jacksonville,FL COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0- ANSI/TPI 1-1995 SECTION 2. 'i; (0-0971--LOT 5-164 - T15) 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 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. #1 HIP SUPPORTS 2-10- 0 JACKS WITH NO WEBS. W4X4 6 F— -16 W1.5X3 III W2X4(A1) = W2X4(A1) L-2-1-9---J L-2-1-9----J L, 2-10-0 2-10-0 J -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.Obl OTY:1 FL - 1 R - Scale =.375" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F J A X--5094 BRACING. REFER TO HIR 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 58NG T HE3 D'ONOFRIC DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO v�O LH . STRUCTURAL PANELSFURUIN TTOMSCHORDESHAOLLHHAVESt PROPERLYDICATEOATTACHED RTOP DI GIDALL HAVE CEILING,PROPERLY ATTACHED pP,�aTi�i�gT9� T C DL 7.0 P S F DATE 04/20/00 "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED a No.44998 e BC DL 10.0 PSF DRW BFSUSJAX 00111510 PRO *00 DUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DE YIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP 1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F B F S-ENG F A D H ALPINE BRASPECING OF TRUSSES. HIS OE SIGN CONFORMS WITH APPLICABLEA NO PA P ER AS S PROVISIONS OF NDS (NATIONAL DESIGN STD OF : / CON NE CTORSI AR E ON PMADESOF020GA BY TASTMMA653AGR40R GALV. STEEL. EXCEPT AS NOTED. TPI. APPLYAL PI NECONNE CTORS TO ...�� •�� TOT.L D. 3 7.0 P S F S E A N - 34397 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER NAIL DRAWINGS 160 A 7. THE SEAL ON THIS DRAWING INOICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F ROM P A T Builders FirstSouree RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS Jacksonville,FL COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0" ANSI/TPI 1 1995 SECTION 2. (0-0971--LOT 5-164 - J 7' -0" EJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 1)Y 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. 11-7-6 R-156 U-180 6 F- 3-10-3 8-1-2 R-70 U-180 W2X4(A1) L-2-1-9 ��F 7-0-12 J 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/-/11-/-/R/- Scale =.375" Ft. "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F J A N--5 0 9 5 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE _ INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO ��`•Husr9 T C D L 7.0 P S F DATE 04120100 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED QIP: 1IFICq• G STRUCTURAL PANELS, BOTTOM CHORD SHALL HA YE A PROPERLY ATTACHED RIGID CEILING. .•V� l'•. "IMPORTANT" FURNISH M1 COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED : N0.44998 BC DL 10.0 PSF DRW BFSUSJAX 00111511 PRODUCTS, INC. SHALL. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TOS, 20 Y�'DO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND -o: ST T OF B C L L 0.0 P S F B F S-ENG FA/DH ALPINE BRACING OF TRUSSES. T111S OE SIGN CON FORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED RY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO 6�C TOT.L D. 37.0 PSF S E A N - 171441 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER IQNAI-EN DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.2 5 F R 0 M P A T Builders FXrslSouree RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS JOcksm ville,FL COMPONENT POR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0" ANSI/TPI 1-1995 SECTION 2. (0-0971--LOT 5-164 - JV 71-0" 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 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 of 11-7-6 R-219 U-180 1-10-3 6 F- 10-1-2 R-7 U-180 W4X5(R) III —14 8-1-2 W2X4(Al) 1----2-1-9 3)E 7-0-12 6-3-8 e_ 7-0-0 Over 3 Supports--- R-404 U-210 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Obl QTY:4 FL - 1 R - Scale =.375" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F J A X--5 0 9 6 BRACING. REFER TO H18 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO J10 L•H(/sl STRUCTURAL PANELSFMING THESE UBOTTONNCTIONSCHORDESHALSS OLNHAVESA PROPERLYDOP ATTACHED R/GIDALL HAVE CEILING,PROPERLY ATTACHED �•�P11FlCq.9O TC DL 7.0 P S F DATE 04/20/00 PERFO"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED e• No.44age BC DL 10.0 PSF DRW BFSUSJAX 00111512 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO S• 2O %10O �* — 8UIL0 THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F B F S-E N G FA/DH ALPINE BRACING OF iRUS5E5UB L THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF f _` CONNECT ORS CAT TARE ON PMADESOF020GA TASTMNA 653AGR40NGAL YEST A NSTEELFREXCEPT IASAT iNOTEOAND TPI. YALPINE CONNECTORS TO �P.\��� TOT.L D, 3 7.0 P S F S E A N - 34274 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER �IL EN6 - DRAWINGS 160 A I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.2 5 FROM P A T Build B FXfstSOEXrcc RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF FH IS Jacksonville,FL ANSI(NPNT1fN995NSECTTONCULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4.0" L,, (0-0971--LOT 5-164 - J 2'-8"15 EJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS R 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. gF — 9-5-14 R-200 U-180 1-8-10 8-1-2 R-15 U-180 W2X4(Al) L----2-1-9- - 2-9-11—� 2-8-15 Over 3 Supports 3. R-285 U-210 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Obl QTY:1 FL 1 R Scale =.375" Ft. •'WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND T C L L 20.Q P J F R E F J A X--5 0 9 7 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PURL ISNED BY TPI (TRUSS PLATE INSTITUTE. 503 D'ONOFRIO DR.. SUIS STE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TOP ERE ORM I NG THIS E y���•HVsr STRUCTURAL PANELS. BOTTOMS CHORD E SHALLHAVESA PROPERLY DATTACHED ORIGID RD A CEILING,LL HAVE ATTACHED Q G RTjpCq,9� T C D L 7.Q P S F DATE 04/20/00 "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED c N0.44898 j BC DL 10.0 PSF DRW BFSUSJAX DDIII5I3 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND STAT i* j3C LL Q.Q PSF BFS-ENG FA/OH E:Z:A L P I N E BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ` TOT.L.D. 37.0 P S F S E Q N - 34386 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I — DRAWINGS 160 A I. THE SEA C ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FROM P A T EIUIId0f5 FIfSI.SOIIfCC RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SI GN SHOWN. THE SUITABILITY AND USE OF THIS _ Jacksonville,Fl, COMPONENT AN SECARUTNCUTAR BUILDING 15 ;HE RESPONSIBILITY OF THE BUILOT NO DESIGNER, PER SPACING 24. (0-0911--LOT 5-164 - J 5--0' 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, 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 6 F- 2-10-3 8-1-2 R-44 U-180 W2X4(A1) 42-1-9 3U 5-0-12 _I �_5-0-0 Over 3 Supports R-339 U-200 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 OTY:2 FL 1 R - Scale =.375" Ft. '*WARNING'. TRUSSES RFOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S f R E F J A X--5 0 9 8 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D'0NOF RIO DR.. SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO v�0 L HUirZ' SPERFORMING THESETRUCTURAL PANELS,UBOTTOMSCHOROESMAU OTHERWISE PROPERLYDATTACHEDORIGIDALL HAVE CEILING,PROPERLY ATTACHED pQ'.�i;Tifl&q T C D L 7.0 P S F DATE 04120100 '"IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEYIAitON FROM THIS DESIGN; ANY iAILURE TD No."99a BC DL 10.0 PSF DRW BFSUSJAX 00111514 BUILD THE TRUSSES IN CO NEORMAMCE MITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND 2000E OF ?* B C L L O.0 P S F B F S-ENG FA/DH BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS DF NOS (NATIONAL DESIGN _ ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE c( CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 37.0 P S F S EON - 34392 EACH FACE OF TRUSS, AND UNLESS OTHER ISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER / DRAWINGS 160 A 7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.f A C. 1.25 f ROM P AT Builders FITSESoot'Ce RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SIGN SHOWN. THE SUITABILITY AND USE OF THIS Jacksonville,FL COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" ANSIITPI 1-1995 SECTION 2. (0-0971--LOT 5-164 - 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, 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 61— 1 6 R-98 U-180 9-8-4 R-44 U-180 —� 4 8-1-2 W2X4(A1) L-2-1-9 �E 5-0-12 5-0-0 �_5-0-0 Over 3 Supports—� R-339 U-200 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Obl QTY:2 FL - 1 - R - Scale =.375" Ft. "`WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F J A X--5 0 9 9 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 O'ONOFRIO OR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TOy�0 L'H ojr STRUCTURAL PANELS, BOTTOMPERFMING THESE SCHORDE SHALSS OL HHAVE ERWISA PROPERLYDATTACHEDORIIGIDRD ACEILING,LL HAVE PROPERLY ATTACHE pPrifl�q�4�T C DL 7.0 P S F DATE 04/20/00 -IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED O PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ° No•u996 BC DL 10.0 PSF DRW BFSUSJAX 00111515 BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND )' 20 *00 1* A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN STATE OF ? BC LL 0.0 P S F B F S E N G FA/DH SPECIE ICA ON PURL(SHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIAT(ONI ANO TP(. ALPI,E CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO / T 0 T.L D. 37.0 PSF S E Q N - 34390 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A I' THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FROM P A T BUIIdCfS FIIS1Sollrce RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DE516N SHOWN, TNF SUITABILITY AND USE OF THIS Jacksonville,FL COMPONf NT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUIEDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2, SPACING 24.0" (0-0971--LOT 5-164 - J 3'-0" CJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMINSIONS) SUBMITTED BY TRUSS MFR.' TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN MGT, 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 8 1-2 R-17 U-180 W2X4(Al) L-EE-2-1-9 �1E 3-0-12� 3-0-0 Over 3 Su ports R-289 U-210 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Obl OTY:2 FL - 1 R - Scale –.375"/Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F J A X--5 100 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ,n INSTITUTE. 583 O'ONOFRIO DR.. SUITE 200, MADISON, WE 53119), FOR SAFETY PRACTICES PRIOR TO vW 4 HOST PERFOUC RMINI THE5E FUBOTTOMSCHORDESHALOLHERWI14A VESA INDICALYDATI OPTACHCHORA RDSH LL HAVE PROPERLY ATTACHED 41 ,`P11Fl�•.4� T C D L 7.0 P S F DATE 0 4/2 0/0 0 "IMPORTANT . FURNIS14 A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.44886�9 BC DL 10.0 PSF DRW BFSUSJAX 00111516 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A}• 20 *00 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND : S ATE O B C L L O.O P S F B F S-ENG FA/DH ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN Q SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECT 0R5 ARE MADE OF 20Gh ASTM A653 GRlO GALY. STEEL, EMC.E PT A5 NOTED. APPLY CONNECTORS TO \ TOT.LD. 37.0 PSF SEAN - 34357 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FROM P A T BUEldm FIIBtSource RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OE SIGN SHOWN. THE SUITABILITY AND USE OF THIS Jacksonville,FL COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILOING DESIGNER, PER SPACING 24.0" ANSI/TPI 1-1995 SECTION 2. (0-0971--LOT 5-164 - J 1' & 3- CJ) THIS DWG PREPARED FROM COMPUTER INPUT (TOADS & 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. 6F— 9-7-6 0 11-6R-22 U-180 V R-17F U 180 —J 4 A,-8-1-2 W2X4(A1) X2-1-9— 1- 3-0-12 � 3-0-0 3-0-0 Over 3 Supports R-289 U-210 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 QTY:4 FL 1 R - Scale =.375" Ft. —WAR NING— TRUSSES REOUIRE EXTREME CARE 1N FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F J A X--5 1 0 1 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE v�O�,HOST INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED QQ' tIFlC'•,'4 T C D L 7.0 P S F DATE 04/20/00 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG TO CEILING. :•`�P 4l'•O —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED j NO.44898 BC DL 10.0 PSF DRW BFSUSJAX 00111517 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 996 ZO #OO i# BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, IIANOLING, SHIPPING, INSTALLING AND STATE F .•' 6 C L L 0.0 P S F B F S-ENG FA/DH ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROP ISI ONS OF NDS (NATIONAL DESIGN SPECIFICATION PU8LISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE :;( CONNECTORS ARE MADE OF 20F,A ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 37.0 P S F S E A N - 34279 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER NA - DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F ROM P A T Builders FIrsLSoume RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Jacksonville,FL COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUITO[NG DESIGNER, PER SPACING 24.0" ANSI/TPI 1-1995 SECTION 2. (0-0971--LOT 5-164 - J 1'-0" CJ) THIS DWG PREPARED FROM COMPUIER INPUI (LOADS 8 DIMENSIONS) SUBMITTED BY TR13SS 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 WIND TC DL – 5.0 PSF, WIND BC DL – 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 0-10-3R-3 86--7180-6 R-5 U 180 W2X4(A1) L-2-1-9 1-0-12 1-0-0 O1—-1 ports R-372 U-360 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.0b1 QTY:6 FL 1 R - Scale –.375"/Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F J A X--5102 BRACING. REFER TO HILL 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, Ni 53719), FOR SAFETY PRACTICES PRIOR TO �t0 l'HUsr STRUCTURAL PANELSfTHE EUBOTTOMITIONSCHORDESHA/LHHAVESA PROPERIYDATTACHEDOR/GIDACEILING,LL HAV PROPERLY ATTACHED pP.�PtiiFi�gT'�� TC DL 7.0 P S F DATE 04120100 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE i0 No.44998 BC DL 10.0 PSF DRW BFSUSJAX 0011]518 BUILD TME TRUSSES IN CONFORMANCE NITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO 20 #00 ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN STATE O BC LL 0.0 PSF BFS ENG FA/DH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO I � TOT.L D. 37.0 P S F S E A N - 34355 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER IL ORA WINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F ROM PAT Builders FlrstSoume RESPON51BILI TY SOLELY FOR IN TRUSS COMDONNET DESIGN SHOWN. THE SUITABILITY AND USE OF THIS _ Jacksimwlle,FL COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0" ANSI/TPI 1-1995 SECTION 2. (0-0971--LOT 5-164 - J 9'-10.13 HJ) 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, 80T CHORD 2x4 SP #1 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC OL – 5.0 PSF, WIND BC OL – 5.0 PSF. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. HIPJACK SUPPORTS 7- 0- 0 SETBACK JACKS WITH NO WEBS. 11-7-10 R-231 U-340 W1.5X3 4.24 F- 3-10-3 0-4-3 8-1-2 W4X4 = R-304 U-210 W2X4(A ) �2 11-2 ��F 9-11-9 9-10-13 Over 3 Supports— J R-561 U-570 W-4.95- PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Ob1 QTY:1 FL 1 R - Scale =.375" Ft. '•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--5103 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 563 O'ONOFRIO OR., SUITE 200, MADISON, NI 53)19}, FOR SAFETY PRACiIt ES PRIOR TO y�O L HUS, STRUCTURAL PANEL IHES S. UNCTION13 TECH C,HDRDE SHALLL HNA YE ER SA PROPERL YOA TTAC ATTACHED RIG LDTOP I SHACE ELL NING,AY PROPE RLY ATTACHED OP,tiPT�FjL� TgO TC DL 7.0 P S F DATE 04/20/O0 PERF"IMPORTANT'• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 N0.44998 BC DL 10.0 PSF DRW BFSUSJAX 00111519 PRODUCTS, INC. SHALL NIT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 8U1 ID THE TRUSSES IN ON ORMA NCE WITH TPI: OR fABRICAiING, HANDLING, SHIPPING, INSTALLING AND *00 ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP PLICABIE PROVISIONS Of NDS (NATIONAL DESIGN STAT O .* B C L L 0.0 P S F B F S E N G FA/DH SPEC(FICA TION PUBC(SHED BY ED[ AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORSOFRTR DADE OF AN02UNI E SSASTM 07 HERWI GR4SE 00CATED STEEL, ON EXCIPT APPLY CONNECT CONNECTORS TO l A�ORS PERt 6\� TOT,L D, 3 7,0 PSF S E A N - 34353 EACH F DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R FAC. 1.2 5 FROM P A T Buildcrs FirslSource RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Jwksmvillc,I-L COMPONENT OMPONE TIFOR ANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER S P A C I N G 24.0" ANSI/TPr I .,,tip (0-0971--LOT 5-164 - JV 9'-10"13 HJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 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. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. HIPJACK SUPPORTS 7- 0- 0 SETBACK JACKS WITH NO WEBS. W2X5 III 11-7-10 W2X3 R-511 U-550 1 10-3 4.24 E- 10-1-2 R-24 U-180 W4X5(R) III —' 2.85 0-4-3 qk-8-1-2 W2X4(A1) �2-11-2 ��E 9-11-9 J 8-10-077 1-0-12 9-10-13 Over 3 Supports J R-561 U-570 W-4.95- PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Obl QTY:1 FL 1 R - Scale -.375"/Ft. *'WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F JA X--5104 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, NI 53119), FOR SAFETY PRACTICES PRIOR 70 STRUCTURANG I H ESEL PANELSFUBCTIONOTTOMSCHORLESHAOLHHAYESA I TO ALYDAT7ACHED RIGIDACLL HAV EIUNG,PROPERLY ATTACHED pQ:. TiFi�,T90 TC DL 7.0 PSF DATE 04/20/00 "IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No.4499a BC DL 10.0 PSF DRW BFSUSJAX 00111520 PRODUCTS, INC. SHALL N01 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE NITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NhT10NAl DESIGN 20 *00 BC LL 0.0 PSF BFS ENG FA/DH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE •� TOT LD. 37.0 PSF SEAN - 34285 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACN FACE OF TRUSS, AND UNLESS OTHER NI SE LQCATED ON THIS DESIGN, POSITION CONNECTORS PER /pp�I EN DRANI NGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FR0M P A T BUIIdBI'3 FlrstSourcc RE SPONSI8IUTY SOLELY FOR THE TRUSS COMPONENT OE SI GN SHOWN. THE SUITABILITY ANO USE OF THIS Jacksonville,FL COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER SPACING 24.0" ANSI/TPI 1-1995 SECTION 2. (0-0971--LOT 5-164 J 4' -0" HJ) TIIIS DWG PREPARED IIMM COMPUTER INI11T (LOADS R DIMENSIONS) SUBMITTED BY IRIISS 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 WIND TC DL a 5.0 PSF, WIND BC DL - 5.0 PSF. HIPJACK SUPPORTS 2- 9-15 SETBACK JACKS WITH NO WEBS. p DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 4.24r— �}9 6-9 T 6-9 U-180 1-9-2 0-4-3 8-1-2 R-31 U-180 W2X4(A1 �-2-11-2 —4-1-8 0-0 Over 3 Supports R-293 U-430 W=6.983" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.Obl QTY:2 FL 1 - R - Scale =.375" Ft. •-WARN ING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F JA X--5 1 0 5 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR.. SUITE 200. MADISON, NI 53719)TOP , FOR SAFETY HA EPRACTICES PRIOR TO ��Q 1"Huir)' SfRUPFRFCRURAI PANELS HES .UBOTiOMNr IONSCHOROESHALSS OLHHAVESA PRODERLYDATTACHEDORIGIDACEIUNG.PROPERLY ATTACHED pQ;.�P}IFi�,T'40 T C D L 7.0 P S F DATE 04120100 "IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED O t 0. 995 BC DL 10.0 PSF DRW BFsusaAz 00I1I521 PRODUCTS. INC. SHALL N01 BE RE SDONSIBLE FOR AN DEVIATION FROM THIS DESIGN; ANY FAILURE RllgE TO PUILD THE ?BUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN TO �LoO F BC LL 0.0 PSF BFS_ENG FA/DH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE fACHE FACE CONNECTORSARE TRUSS. AND OF UNI ESSTM A653 OTHERWI SE 4 LOCATED ONE THIS•DESIGN. POSITION CONNECTORST AS NOTED. APPLY NPEq ORS 10 oNAI EN6��� TOT.L D. 37.0 P S F S E A N - 34388 DRAWINGS 160 A 2. THF Sr AL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING O U R.FAC. 1.2 5 FROM P A T Builders FirslSource RLSPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE-SUITABILITY AND USE OF THIS Jacksonville,FL OMPONENT FOB ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FS PACING Z 4.0" nN51/TPI 1-1995 SF f,T10H 7.