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Permit 793,795,797 Mayport Rd (vault) 1 t joB ADDREm r7 q `7 . TYPE WORg�' PROPERTY OWNER EA 6u'r.,, 0a) -M. PHONE al 7-(.p� CD CONTRACTOR ,�y'� �" ��'�'L m. :pHom PMZMrl NUMBER o5 L4 -�)O DATE f� ��02- INSPEC77ONS.- FOOTING SLAB TIE BEAM LLVTELlk 1YA11'.11V G FRAAMVCx1C0VER UP JNSUTAITON FINAL BUILDINZ-- CERTIFICATE OF OCCUPANCY ELECIBICAL PER1fIIT'# INSPECTIONS ROUGH FINAL MECSANICAL PEBAI # A Li I `I L 1 INSPECTIONS ROUGff FINAL PLUMBING PERMIT# INSPEMONS ROUG�4/UNDF.R SLAB TOPOUT WA17JZISEWER PINNAL NOTES• 60 OF • ,�r i� c�- o�`� �°0-t��v PNv G n ° QUA G Pte F PM. Date \c C> �oP t tess e �'ti � � Sege PAdFt�day ,o� cGNG � G JF Oa \Nsp��\pN Shits er sC FO M Gaol agcy a G G FS ante A�PO�v1ed FM t wsp of O°°aP �e�tftoa ,,. ta�tta oCtn9 G Daae 0 P�Pa��°r 'toes• ''L 3��.d�! d � M° IF ade taspeot`on M �°sem°kOt vy Of 4 . 00 10 so{ 1 olue 1N VaGoes, FD permit N pate �� MECNpNI� C Rec\lied G "A fond.& G4atraoto� 'Pools C Neatim9 a C ss L u h Frte ptao Sob�dCe r Q EI-EGTR1Cp �OP Out C p(e f-ab A�. Rou9hPOW C SeWec pwe8 CONGA 'Temp Name Fooim9 vma\ C(10N gU11.DING C Slab c Foix INSpE mors r Untai READY PePoot��n9, 9 M. on '�( Wed P ,M \nsPe�,°n C� a (ll \"oa Final of OCCuP as Cert\calp- 'as' fe r Mon pate Boa Made \nsp CITY OF a _L..� ,cax gu�,1d\r9 Cjjpt4 e of R JNgpE REQVEgS V:o perm`s No pate `Z G par GOad & ��etved � � � Goytractor p��MBAN � Ne atrP ace ceSS Ir 0\)k Rou put G Pre Fab P M. 9hlop po�eGe9 Se er /pM. G�aer's e CCNCa C Temp Friday/ 5"1\ f.CA N Footrn9 O \Ns? '!hors. �' 4f noel R�pOy FO\� — --- , Fra PoDf�n9 \Ned- P OsPectxon C ancy a ufatro0 of �CCUP 04tc Date Mp°-fAAsPe60%j cj.j'q of $ .o im 'A slijX60% oxo 0 1 LA FpR �EQ�ESS perR`rt N ,� r .-Q �" A• foo �-+(.. PM ME�NPN ate Good. ��e�et red P�M�AND Neati'ptace C o Ftre Job dress �N\Cp1. C P P pct G Pre Fab �• E�6 pole C Se ne{s�a CQNGP C Temp Fr'day me ring C F\na\ QECi\pN Foo C R\NS tours, �\gyp\NG C Stab D 8 C Unte\ RE.P "_ AM. C Fra Root�n9 C V4ed pM tnsPectron ancY G �e Ftnat u \nsu\atron Ce�r ficate of pcc P i Date Mon. VI \nsPectron Made C� \nsPecto CITY OF ATLANTIC BEACH-- — DEPARTMENT OF BUILDING 1. 8W SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 - ��_�__ _PERMIT: � - .MATION _ �_- ___�-- LOCATION iNFORMATION___�__-- Permit Number: 24'130 Address: 797 MAYPORT ROAD Permit Type: C RCIAL ATLANTIC BEACH, FL 32233 CTownship, Range: Book: Class of Work: REMODEL Lot s): Block: Section: Proposed Use: COMMERCIAL I Subdivision: SECTION H Square Feet: i . Est. Value: Parcel Number: Improv.'Cost: 15,000.00 _ __ ___OWNER INFORMATION Date Issued: 5/22/2002 Name: 'BAKKO, ELAINE 8� BRETT MEHLHOFF s Add 128.00 res: 793 MAYPORT ROAD Total Fees: Amount Paid: 128.00 ATLANTIC BEACH, FL 32233 � (904 247-6767 ------Date_Patd^----5122/2002' -- -_ __-_._ _-- _Phone: ) Work Desc: RENOVATION . APPLICATION FEES_ `CONTRACTORCSj — _- — —128:00 PRO PERTY OWNER PERMIT t Ja� r•- 3- — .� " a} k 3 n I,. '. w NOTI ION BUILDING MATE $ HIS VNO _, SPACE,AND . i . MUST BE CLEAR "FAILURE TO PROPERTY OWN ISSUED ACCORDING T ry ~-T_&flS PCT TO REVOCATION FOR VIOLATION OF APPL eye � R��• F~� � � Wei pifamm ATLA IC BEACH BU LDING DEPT. ip_--- - - fail Ml 311► l17 Tin: 16:21:27 K City of Atlantic Beach• 800 Seminole Road- Atlantic Beach,Florida 32233-35445 Phone: (904)247-5800 - FAX (904)247-5805- http://www/ci.atlantic-beach.fl.us `A PERMIT APPLICATION FOR REMODEL,ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION I 1 DATE hq APPLICANT e m r A ADDRESS I pg 2I R A-d— PHONE: 9y !- a 1- 6, 7 7- ADDRESS WHERE WORK IS TO BE PERFORMED 7 7 /11 &LI '7o 0_7` leo A41 LEGAL DESCRIPTION: BLOCK NUMBER LOT NUMBER `�' �3 b ZONING DISTRICT CONTRACTOR fJ W N e L s STATE LICENSE NUMBER ADDRESS PHONE CITY STATE ZIP FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE ! a C AcQc � 793 —I9.5 — '7 9 7— c —�-�. ' PRESENT USE OF AND OR BUI DING(S) VALUATION OF PROPOSED CONSTRUCTION f Is this an addition? O If yes,what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? y t: S New electrical or increase in service? New plumbing fixtures? New fireplace? NO New heating/air conditioning? IU Is approval or Homeowner's Association or other private entity required? No If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 01/02/02 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER �l�c:-.-„w_ )� DATE � — /- 04 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) r / /� NAME , �- T 1 e_h ( o�_N" 0 2 C_ / A ,o A) e J A MAILING ADDRESS 7 9 3 R u Q o -1 LA A J - Wr I A yl - C & ,+c,+c �, 3a-) 3 3 PHONE co� </ I- �. 7 !0 7 FAX 3 7�/ E-MAIL 6/h e k h t x -coal SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF 0 6 STATE OF FLORIDA,COUNTY OF DUVAL _------ CNOTARY'S SIGNATURE e to ,pw nr,., Patr�ca Amon* MY COMMISSION# CC947012 EXPIRES AS TO OWNER: Personally known . AR9T OV FNN Nust 27, O RANCF ING El Produced identification BONUEntw s;„, Type of identification produced AS TO CONTRACTOR: ❑ Personally known ❑ Produced identification Type of identification produced 01/02/02 CI,TY OF ATLANTIC BEACH PERMIT CACULATION SHEET Address �- /10 Date ;t_ Heated Square Footage 0 @ $ per sq ft = $ Garage/Shed j @ $ per sq ft = $ Carport/Porch �-� @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio �j Q@ $ per sq ft = $ TOTAL VALUATION : s L IV / pots f S $ � sr Total V luation 1st $ / 000 Remainiaig Value $Y7 per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ r � BUILDING PERMIT FEE $ l WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES : Mechanical ,; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: c' k r 31_x „ s-r xi c, j1 � � r;oonJXr �t�U SNI- i rr f-lQTC'C_ f'7'JT"t-G'T VA T I i I; v Zr ' m l NEW 1 i Lt i 1 (E( .._._ ._ _.i ....- 7..._... I s r • „ ( T( � (' f C L gITY OF ATLANTIC y /�NTFC BUILDING OFFICE 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: 24278 Address: 797- MAYPORT ROAD Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: COMMERCIAL. _ Lot(s): Block: Section: Square Feet: Subdivision: SECTION H Est.Value: Parcel Number: . Improv. Cost: OWNER INFORMATION Date Issued: 6/17/2002 Name: .BAKKO, ELAINE& BRE TT Ml=HLHOFF Total Fees: 25.00 Address: 793 MAYPORT ROAD Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: . 6/17/2002 Phone: (904)247-6767 WorkDesc: WIRE FOR REMODELING CONTRACTORS APPLICATION FEES UNITED ELECTRIC COMPANY OF J 25.00 .a^w }} ' 4,'.$ s � . '�yL��ur b�..- �ca 7� t�.a t�%v�ar�t`�4s'•,� � �'- - 4,. y . NOTICE r BUILDING'MATE C.SPACE,AND MUST BE CLEAR "fAILURE TO CO THE PROPERTY OWNE liggiY ISSUED ACCORDING TO AP K' w * T _ . SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABL , ORE.x aper: main- Type: OC Draw:. 1 Dube: 6/17/82 81 Receipt W 66@24 14 . PSMIZ-BUILDIIIC 1 $25.80 ATLANTIC BEACH UILDI EPT. ppl =pp0- 797 IIJYPQRT RD CK CUCKS 49280 $25.80 VIP: 17:20:54 S J 0 y�CD s �o (D: T 5 �3 ° CL FLORIDA s o c N 0 -" ❑❑Ela --2 � PERMIT N co M 'Uo o ao°2 sm - Z n c5 M C-1 m m M t DESCRIBED IN THE FOLLOWING, WE ❑❑❑ y A O fTACHED PLANS AND SPECIFICATIONS, D 3 m AL REGULATIONS,CODES AND CITY OF g (n a On ' r' l � � n z x w �, a JOURNEYM v a - o ❑ r ° CA F-1T 0� RFD BOX O 0 �• 4 T mCD -0 o 3 d o� ° EW( 1 OLD( 1 REW. ) m y 0 ma - 0`D0 O SO.FT. 0 ©� 0 J" FEE TLTO❑ m N v-nxa �� ,J ALUM. Elm w =;* m co an ? D 1 O �. RACEWAY • ° y Q '--' RACEWAY vD Q ❑ \ SIZE TOTAL RECEPTACLES CONCEALED [OPEN L TOTAL 0.30 AMPS. 1 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. 2— FIXED 0.100 AMPS. 4VER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KWHEAT 0'IOVER MOTORS H.P. VOLTAGE PHS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED s TOTAL FEES ` CITY OF ATLANTIC: BEACH MECHANICAL PERMIT WOO ScMINOLE ROAD-ATLANTIC;BEACH,FL 32233-TEL: 247- 826-FAX: 247- 587-1 PERMIT INFORM TION LOCATION INFORMATION _ rit"-ulb ,:: 24 �;�cidress: 70� ii `r PORT r2( AD j Permit Type: MECHANICAL — ATLANTIC BEACH, EL 32233 f Class of Work: NEW Township: Range: Book: Proposed Use: L'C ?M F RAtLot(s): Block: Section; I Square Feet: I Subdivision: SECTION H Est. Value: _ Parcel Number: - !mprov. Cost _.---___ __ OWNER INFORMATION _ Date Issued: 5/3012002 Name: BAKKO, ELAINE & BRETT MEHLHCJFF I Total Fees: 47.00 ! Address: 793 MAYPORT ROAD i Amount Paid: 47-t10 ` AT LAN T IC, BEACH, FL 32233 I Date Paid: 5130/2002 i (904)247-6767 Work Desc: INSTALL HVAC �' ' CONTa a N -E � ...q ETCCAST HEAT AND AIR, 47.00AS —! i 4:. A ,y� •�� 3� r� y! t. Tye rung,'..,� $- ' f E y IF .:.w,. �. ��:' '�s..:: ;_ ��•:lh�'�`` f k•a � �}. .:- -ar � -°:a +u„gy1y''�N ��- I Al < I NOTIC ,ARE T� LIST �4 CSE TEi ; 1 f.FI T 24 7 i Rl TORI dSP CTION I BUILDING MATER ilii ISH. l i t RO f 'kilaW0,R#:L iMU' T,. f }1 O C?if�f ' LIC SPACE, AND "< a'Lt�:s EG` s AFS s Hrl1 vir�x t ri � 1 €iI +:E� t11 _QR Q ESR - ;�p:.:;,T BE v -- "FAILURE TO CONiP� .. N. 1_h IN THE PROPERTY OWNER PA }'� •• --- Y -— ---- — xr s ISSUED ACCORDING TO APPROVE AND SUBJECT TO REVflCATf s",I y FOR VIOLATION OF APPLICABLE PROVI� i I I r Oiler: JUNIER Type: OC Drawer: 1 / Date: 51*102 01 Receipt no: 61825 1 ATLA_e _ '.� _ 14 PERNITS-BUILDING 1 $47.06 �TIC BEACH BB 1LDING T 001060221000 _747_HAYP0RT-M---._.__ --__—_. CK CHECKS 1661 $47.08 Tr?)sft ' Tim: 16:51:14 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I, 11,III, and IV. I. Street Address: 7 q dam— /�� LOCATION OF Intersecting Streets:Between And BUILDING Sub-division II. INDENTIFICATION—To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical £ Contractors Contractor(Print) G-� 57- ?_ Master BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I, II,III, and IV. I. Street Address: )q 7 Z22=!±, ,oa,�tl' /e-f\LOCATION OF Intersecting Streets:Between T' And BUILDING Sub-division II. INDENTIFICATION—To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor Print 64 ST-6e"4-5r Master 'a � Gv Name of Property Owner m i°GD Signature of Owner Signature of Or Authorized Agent Architect or Engineer III. GENERAL INFORMATION A. Tof heating fuel: B. >ype electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP Natural _Central Utility BUILDING OR SITE? 0 Oil ❑ Other—Specify IF YES,GIVE NUMBER OF CONSTRUCTION PERMIT IV. MECHANICAL EQUIPMENT TO BE NATURE OF WORK INSTALLED C3 Residential or commercial ❑ New Building (Provide complete list of component o ck of this form) El Existing Building ❑ Heat _Space _Recessed e�tral _Floor L] Replacement of existing system r onditioning: Room Central ❑ New Installation o ct System: Material Thickness (o system previously installed) y ❑ Extension or add-on to existing system Maximum capacity T/ OA . Ll Other- Specify Ll Refrigeration ❑ Cooling tower: Capacity eam ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY 13Elevator: _ Manlift_Escalator (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks 13 LPG containers (Number) ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons Agency Zen A, HEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BT Agency ✓ C . 2 �i L TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency Tata-firate of Orruparg Tito of Atlantic Wcac4 — Nloriba Department of Nuilding Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification Commercial Bldg.Permit No, 19472 Group cg Type Construction Wf Fre District Atlantic Beach, FL 32233 . Owner oi�uiTP yof f, Bret/Bakko, Elm ss 793 Mayport Road Building Address 797 Mayport Road Locality Atlantic Beach, FL 32233 By:DON C. FORD Building Official Date: POST IN A CONSPICUOUS PLACE f' Tatifiratt of Orrupanru Otu of Atlantic Nenrll -- Nloribn iepttrtment of Vitilbing Inspertion This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Commercial Bldg.Permit No. 19472 GroupC Type Construction Wf Fire District Atlantic Beach eIlhoff, Bret/Bakko, Elaine Owner of ng Address 793 Mayport Road B=795 795 ort Road Locality Atlantic Beach, FL 32233 By. DON C. FORD Building Official Date: ci " 2- C. POST IN A CONSPICUOUS PLACE CITY OF 4#,64c Bwcli-4" Office of Building Official REQUEST FOR INSPECTION Date0 Permit No. �sA,� F Time Received PM. 7 3 V1 17 1 . Job Address ,locality Owner's Name Contractor BUILDING CONCRE E ELECTRICAL PLUMBING/ MECHANICAL Framing ❑ Footing E Rough Wiring D Rough u Air Cond.& 11 Re Roofing ❑ Stab ❑ Temp Pole n Top Out ❑ Heating Insulation ❑ Lintel ID Final t! Sewer Q Fire Place ❑ Pre Fab READY FOR INSPECTION L7 A.M. Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspeetio Made ` P.M. tnspecer �. J Final Inspection u r / � r� � 1� /l✓ ^^�Certificate of Occupancy CITY OF ,ate- � . Office of Building Official REQUEST FOR INSPECTION f Date -2-1 ' '� Permit Nosh " Time A.M. Received PM. 'J Job Ad Lac ity Owner's Name Contractor - BUILDING CONCRE ELECTRICAL PLt1MBING MECHANICAL Framing ❑ Footing 7 Rough Wiring C. Air Cond.& C Re Roofing — Slab Temp Pole G Top Out Heating Insulation lintel C Filial ❑ Sewer ❑ Fire Place C7 Pre Fab �►J>4. ./ READ SPECTlON Mon, Tues, Wed. Thurs``� Friday P.M. AcilM. o _fA 1 f 14.!� Inspection Mad Z — Q® P.M. F4a le As`,O�c 0,41J inspector Final Inspection E G Certificate of Occupancy E Date _ & CITY OF Office of Building Official REQUEST FOR INSP I Date C—D _ P it No. Time A.M. Received P.M. 79-3 79.5 Job dress Locality Owner's Name Contract BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing D Rough Wiring D Rough D Air Cond.& C1 Re Roofing D Slab Temp Pole D Top Out D Heating Insulation D Lintell W Final D Sewer D Fire Place D Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. 4 A.M. Inspection Made— P.M. Inspector Final Inspection D Certificate of Occupancy D Date (9tdirtratt of Mrruvanru (fitu of Atlantic Weed! --- Nloriba Deportment of Nuilbing Inspution This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. r r Use Classification Commercial Bldg.Permit No. 19472 Group Cg Type Construction 1. Fire District Atlantic Beach Owner 4B.Qg f, Bret/Ba ka, E1at ess 791 Mayport Road Bui ing Address Dort Roa.dLocalityAtlantic Beach, FL 32233 By: DON Q. FORD Building Official pate: 3 POST IN A CONSPICUOUS PLACE f i A . . . . . . Tertifirate of Mrcupanq Tito of Atlantic +ieac4 -- loriba Eepurtment of lau0ing 3n:ovection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the carious ordinances regulating building construction or use. For the following: Use Classification Commercial Bldg.Permit No. 1947 2 Group Cg Type Construction W•f• Fire District Atlantic Beach Owner Nuhgff, Bret/Bakko, Elam 793 May,nrr Rnari Buil ing Address ad Locality Atlantic.Beach, FL 32233 By: DON Q. FORD ci C� Building O ficial Date: --13 POST IN A CONSPICUOUS PLACE d (Urtiftrate of Orrivancu 0tv of Atlantic Need! — Nloriba � 0tvartmut of Nutilbing Insp tiu } This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use For the following. Use Classification Commercial Bldg,Permit No, Groulf- Type Constr tion Wf Fire District Atlantic Beach Mehlhoff, Bre tABakko -Elaine Owner of Building Address 793 Mayport Road Bait ress 895 M port Road Locality Atlantic Beach, FL 32233 By. DON C. FORT} Building Official _ Date. POST IN A CONSPICUOUS PLACE R u' i iai ■1uidi IMF f-■T a ■� IL .rig iii Yl.w w�rws`a'aarRi.�s' i##ri�s�ii�ii I SO etrTITTEME V1 W, I-LUIMMILLI iiiiiii:iiHili ia n* iiii.iisitfii :v::19 M �io �lui d:iiiiiiiir`12LiULU .:3'1"NssvRi ieliwioLiii I a! Mongrtment n Attilbing _lnsvedlon � a.�aayssz= -- y iM A` ialii iiaii iiii��.�iii WWWA IZN ig�� iiiT+�fA�i NOW ce., tt 1 ofthe r,t nrn.Sir t r°rt Yrr Is� r�= ,r ,,) i „t gL 'L t_r _ This Certificate c5suec�yur,ua;tt�,<.Zr�;Sy^ucry°•� A t ISY°''w � r nra this♦rr rrr cent rf u, nit wr,a I ■I ilrii a i`oder e.,r7hv7ri, tre,u.i t+i +,,»� i r�r�y Pr ylLt.,+w� � �tl�,.�..,rL,. .,.,._..., -/ Lam, v L .,., i� _ ffr thn g Iiyy 16I _ l i;r use. <:: ; �+�„--•:�_,. 1; t 3 , 19472 19I� I _ r_a i_ urr�m tse.I.raSsiewa iin ----- _ _. p d i4►iili l _ iii ��tY�J1�I Groupci _-__ Type Construction _ wt Fire District M n i r,nvr K-r i n.-1.K.K(i, C,ht:. ..a % -- ,. I IJ ..Mn P r,Yt Kn.l rtl 1@IYi ■ n t'n2r 3t'� t,�' n� S.(tijr S..a ,..,. 795 Mavvort Road ,r,rst;w Atlantic. Beach, i'L 32:233 iOiiZliGi Buiit'i�q�au Q_ ,i If1t i .f Trlltl 0' K IN�.�1 g _ A cj 2_ - I Il l 1 1i�• Rx pUltUrlrU'�+eeNew' '..,a—_ � t�il'�11�IY, I�W 41 anti tts n f`f1NCPICt.IOUS PLACE iFiii[�.anl NA 'Ilei i x FLOODPLAIN DEVELOPMENT INFORMATION Location:: Sae75) ?P, Type of Development: O-FFre Flood Zone: X Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. CONLMENTS: 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 proposed development. Date o I7 Applicant's Signature Department Use: Required Lowest Floor Elevation As Buiit Lowest Floor Elevation Survey Filed with Building Department Building Department Representative �Z Com" Of 1p 'ty) a t+ a o{ a,N t Cr�� p`VESZ Fp PQrrnt N°, a 6 Date \N \Aea1m��e rce p\a Reoery tt E�R,�pt G fop ou\ G pre Fab pM Job h wa\n0 gev+er E P°u9 ?()\erlday O'+jper,s G�NGR G SemP F G Fynavc C, Footrn9 C, QR�NSPShurs oo{rn Framrn9, r � �\mbe\ Rapp wed, PM, an Re R9 �\ o QCGuQ \osu\a\ro ` Geri\Cate Sues• � Date M°n' \s`sPe�t�on Made e�tor \�sP 1. CITY OF ,r�tt'aortic Ve4cl - 9&v4& 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 T_ 7FLEPHONE(904)247-5800 FAX (904)2475805 vyy- JOU .02Vt 85_ :>8t)0 ?ATE _ 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 e::>. ADDRESS ter® Please call me at 404-247-51326 if you have any questions. Sincere y, ATLANTIC BEACH BUILDING DEPARTMENT iG �.`►■ Ai OMM— . I IsEli{ iRiiiAWd ZMd liil r+, � i i �o �.rr��w sri�wwu iGir�iiai i�i7id•iw�d if'iu ,mss dui.iiiwfii s �c�d csidc,,i.iiir �{ lB! X ..-. - T iGii :'ii.f -ion �i5iw3u ; R. iai.�iiYixad v.r}=sr..ss�as=s= — -- 11f!1�V�1 � S �Y�fJa1IlE IYI�\�IIII ( � � r .-f O 7_s i�A'.' fJ1;^^v^lllnern SiaP {spr �. . t This Certificate issuedpursuant k a rY;:irc;^e,....�, +__ inir i�at 7 i...,.l�ring Code uerril�Vl itY i,rrt Cai u.i sl a i..7;7C i L!^yro rhi_e-till r((crt i'tuuy i s c i/ o+..,,....- � + ah me U J1 19#41: Bids ua l-Ou++ J r-Ifful lt,"Irr 'IliL77.L7tY LTIrLJtd Lt44tAJ[i tJe tr 5e. .. .. ,- ,,r.-- --,r,• dda�vrd ii u.> ..p.. p .s - 19472 i nmmr r[ r..cxi. -..._-- r3FRJPiu. GtourF� Tvoe Construction wf Fdre D+sirdsi_ Wiry in Kc , iaiAr � �l{" lei mull 795 Ma.Yport Road driraiity Atlantic Beach, Bu,: im tvewt.,t::�s—�_.._,.Y_-�f-- --— –... _ _ __. _ Hill P... 1, A:;. �a- "�- i iuRiiiieii tlaic: NM ,u (y�E ouiitr.i,u � �yl POST LN A r-iOURPIrupus PLACE � a� i� v ani CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 19472 Address: 793 MAYPORT ROAD& 795-797 Permit Type: COMMERCIAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: COMMERCIAL Lot(s):29& 30 Block: 3 Section: Square Feet: Subdivision: ATLANTIC BEACG VILLA Est. Value: Parcel Number: Improv. Cost: 220,752.00 OINEtt.l M; TO Date Issued: 1/18/2000 Name: MEHLHOFF, BRET/BAKKO, ELAINE Total Fees: 5,135.37 Address: 645 MAYPORT ROAD, SUITE 1 Amount Paid: 5,135.37 ATLANTIC BEACH, FL 32233 Date Paid: 1/18/2000 Phone: 000)000-0000 Work Desc: CONSTRUCT NEW OFFICE BUILDING PER PLANS HSF 4599 PE BUILDERS PERMIT 1,235.00 WATER IMPACT FEE 1,130.00 SEWER IMPACT FEE 1,840.00 WATER METERITAP 525.00 RADON GAS-H.R.S. 21.85 RADON CAB 5% 1.45 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 20.07 SCHARGE/ATL.BCH. 2.30 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. ATLANTIC BEACH BUPDIN6-QEPIT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORM/kT10N L4CATtOt*tNFORMAT10N Permit Number: 19723 Address: 793 MAYPORT ROAD & 795-797 Permit Type: FOUNDATION ONLY ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: COMMERCIAL Lots :29 & 30 Block: 3 Section: Square Feet: Subdivision: ATLANTIC BEACG VILLA Est. Value: Parcel Number: Improv. Cost: p1NNEEf1ORMCATIOII Date Issued: 3/14/2000 Name: MEHLHOFF, BRET/BAKKO, ELAINE Total Fees: 25.00 Address: 645 ATLANTIC OBE ROAD, SUITCH, FL 1 Amount Paid: 25.00 Date Paid: 3/14/2000 Phone: (000)000-0000 Work Des/cM: F{OUNDATION PERMIT FOR NEW OFFICE BUILDING w "5" PELKEY BUILDERS PERMIT 25.00 I lips esti© Re Muirec5 FOOTING SLAB II BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION ,RIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND /AY BY EITHER CONTRACTOR OR OWNER HE PROPERTY =';CONSTRUCTION LIEN LAW CAN RESULT IN T a � , DING IMPROVEMENTS" f ,. NS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION , MONS OF LAW. 6 sz n «t ry - $25.0014 Date: 3/14/00 01 Receipt. 00411b3 A N�TICEACH4ZILD�ING PT. CHECKS � 00100003221000 C114 Of 9937-,, ial �fl ��' ' Buy\d�n9 �ipN�- Apilice Foa�NgpE Est rn�"'• Gall REQ Pe M I I `ocaNim '" L � EGNpt►�Gp T\me d vwrloe Gonvac\Or pL / Eafm9 ,�j 9tg-�-'= p1aGe ob Address 1 �G'(R�Gp Fou pU\ Fp e pab SE 'AN ugh Wrr'n9 C Se er pWner s GRE C temP po\e O / Naoe °rm9 v Frna\ Gf�pN Friday gU1L0� �"`S nhe\ C' EpD �NSpE Thurs• Fra A00f\n9 Wed• AM- O G �rsulatron Sues P.M FG +ncaPec01 occupancy ke Gate \nsPgC�ron Made inspector P�LANr�c s. NOTICE F�OR1�P OF ADDITIONS or CORRECTION901, D• NOT REMOVE JOB ADDRESS DATE l THIS JOB HAS NOT B EN COMPLETED The following additions or corrections shall be made before toe job will be acc pted 0 $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 sL p.m. Monday through Friday. LANr'c F�17RIO�' OF ADDITIONS or CORRECTIONS'= D• NOT REMOVE DATE �/ 9S •y .� / y aW 7`: Q C1 THIS JOB HAS NOT B EN COMPLETED The following additions or corrections shall be made before the job will be accepted -t.. f s L91 $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. � o CD O L`D �9 OIA tJti`' y o CD . o � OD c � w D � y N m 4° Y r //��//��..�� CITY OF !Y>tJ�slzt�fG B -4". Office of Building Official REQUEST FOR INSPECTION �= � 2 - 1 - re Date Permit No. m Time A.M. Received _ _ P.M. R _ ( � Job Address oca Owner's Name _.__ ontractor BUlt CONCRETE ELECTR WM ING MEC NIC Framing Footing Rough Wiring Rough Air Cond.&,,, —S. Re Roofing X-Slab 11 Temp Pale ❑ Top Out � Heating Insulation 0 Lintel (_l Final 0 Sewer Fire Place F1 Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made e� --PM Inspector fiiG Final Inspection G Certificate of Occupancy C! a� Date _ ��l!��11 hhCITY � aod Office of Building Officia. REQUEST FOR INSPECTION Date_ Permit No. t Time A.M. Received Job lity Owner's Name —_ Contractor BUILDING CONCRETE ELECTRICAL PLUMBING J MECH Framing 11 Footing [I Rough Wiring J Rough ❑ Air Con Re Roofing El Slab L11 Temp Pole E, Top Outeating Insulation El ❑ Final r_1 sewer r Fire PU P READY FOR INSPECiIO re Fat Mon. Tues. Wed, Thur,. Friday e Inspection der ' PM. Inspector Final Inspection❑ Certificate of Occupancy❑ Date CITY OF Date ( 11.x•// Time Received Job Address tLocality A 4 Owner's Name Contract _ tin�g 'IV- CONCRETE LECTRICAL PLUMBIN MECHANICAL Footing ❑ Rough Wiring Rough Ej Air Cond.& C Re Roofing / Slab Temp Pole r Top Out ,Heating Insulation ❑ Lintel Fina! O Sewer D fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed, Thurs. CFridy)---(��§ \ "� i Inspection Mae f z- eA.M.PK Inspector ° t ' Final Inspection C Lr Certificate of Occupancy{j Date ._ � O r 7 pN d �G WW G N 7 a d c0 Z p V 7 {i Q c c n to Q 0 J -ti � a.. A a aaU -J o m .c a @� fn c+ f m m 3 7a C w� o a -fk -01 U r p�LANTj�, Y a ORIO�' OF ADDITIONS or CORRECTIONS 1i NOT REMOVE JOB ADDRESS DATE 4/ J / /�A THIS JOB HAS NOT BE 1 COMPLETED The following additions or corrections shall be made before the job will be accepted $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BLDG '? Lor? CITY OF ATLANTIC BEACH, FLORIDA �Approv.d by APPLICATION FOR ELECTRICAL. PERMIT oo� q S TO THE CHIEF ELECTRICAL INSPECTOR: DATE: OZ — 19 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. � ;l r ELECTRICAL FIRM: MASTE LECTRICIAN SIGNAfbAE JOURNEYMAN NAME I I� _ rS ADDRESS: 9 3 #)G' !. ' ri / '� RFD BOX BLDG.SIZE BETWEEN: / RES.1. ) APT.( 1 COMM.(�UBLIC( 1 INDUS.( 1 NEW((� OLD( I REW.( I ADDITION ( I TRAILER ( I TEMP.( ► SIGNS I ► SO.FT. SERVICE: NEW 1 1 INCREASE( 1 REPAIR( 1 FEE CONDUCTOR SIZE J�"O x L AMPS �7O', COPPER ALUM. SWITCH OR BREAKER G AMPS PH 3 W �2 7l�kOLT 3 RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS I NO. SIZE r)0(J NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED I OPEN �� TOTAL RECEPTACLES CONCEALED_ O 5 OPEN Fs TOTAL 0.80 AMP®. 91.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED Y T o-io0 AMre. ov_En APPLIANCES _ BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT O-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PNS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE I SWITCH FLASHER EACH SIGN --- FORWARDED S TOTAL FEES O CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT 3-01=0— IMPOUND 111111111N11111 Permit Number: 19803 Address: 793 MAY PORT ROAD TP24 Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: Im Date Issued: 3/28/2000 Name: PELKEY BUILDERS Total Fees: 25.00 Address: P.O. BOX 72 Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 3/28/2000 Phone: 904)246-8659 Work Desc: CS3#6 60AMPS 1PH 3W 240V 1-1/2"RW ALUM TEMPORARY POLE UNITED ELECTRIC COMPANY OF JAX PERMIT 25.00 FINAL ELEG `:RIC 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. $25.0014 Date: 3/28/08 01 Receipt: 0045653 CHECKS 44066 ATLANTIC BEACH BUILDING DEPT. 08100003221000 =w CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMhT IINFORMATIOR , ;; . OCATION fl FORMATION .r Permit Number: 19748 Address: 793 MAYPORT ROAD & 795-797 Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: COMMERCIAL Lot(s):29 & 30 Block: 3 Section: Square Feet: Subdivision: ATLANTIC BEACG VILLA Est. Value: Parcel Number: Improv. Cost: r OWNER-4NFORIGFATIOI Date Issued: 3/20/2000 Name MEHLHOFF, BRET/BAKKO, ELAINE Total Fees: 64.00 Address: 645 MAYPORT ROAD, SUITE 1 Amount Paid: 64.00 ATLANTIC BEACH, FL 32233 Date Paid: 3/20/2000 Phone: (000)000-0000 Work Desc: INSTALL PLUMBING IN NEW COMMERCIAL BUILDING u CONTRA R .. „ _. P9 130 :FEES STEEG PLUMBING PERMIT 64.00 i ME i UNDER SLAB PLUMBING SEWER/WATER TOPOUT 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. X64.88 14 Date: 3/28/88 81 Receipt: 8843696 ATLANTIC BEAC BUILDIN PT. CHECKS 2425 83221888 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT Permit Number: 19804 Address: 793 MAYPORT ROAD Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: Date Issued: 3/28/2000 Name: PELKEY BUILDERS Total Fees: 90.00 Address: P.O. BOX 72 Amount Paid: 90.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 3/28/2000 Phone: (904)246-8659 Work Desc: CS350X2,,600AMPS,1PH 3W 240V 3-RW COPPER- NEW COMMERCIAL BUILDING UNITED ELECTRIC COMPANY OF JAX PERMIT 90.00 ROUGH ELECT, 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. $90.00 14 LQ Date: 3/28/00 01 Receipt: 0045653 CHECKS 44066 ATLANTIC BEAC BUILDING DEPT. 00100003221000 CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 19932 Address: 793 MAYPORT ROAD Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: Date Issued: Name: PELKEY BUILDERS Total Fees: 65.00 Address:. P.O. BOX 72 Amount Paid: 65.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 4/24/2000 Phone: (904)246-8659 Work Desc: 2000 c.f.m DUCTS; 5 TON AC,.60,000BTU AIR HANDLER AND 10KW HEAT STRIPS AIR ENGINEERS INC. PERMIT 65.00 ROUGH MECHANICAL NOTICE,- INSPECTION&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 UPLAND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH'THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FORIBUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $65.8914 Date: 4/25/88 81 Receipt: 8852554 ATLANTIC BEACH UILDI EPT. 0610@9 38358 83221888 LA CITY OF ATLANTIC BEACH � DEPARTMENT OF BUILDING 1 800 Seminole Road-Atlantic Beach, FL 32233-Tei: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION N INFORMATION Permit Number. 20523_ Address: 795 MAYPORTROAp Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 31 I Proposed Use: COMMERCIAL Lot(s):29-30 Block: 3 Section: Square Feet: Subdivision: ATLANTIC BEACH VILLA Est.Value: Parcel Number: Improv. Cost: OWN11 ER INF ORMATION Date Issued: 8/23/2000 Name: SAIL, INC. - - Total Fees: 25.00 II Address: 795 MAYPORT ROAD Amount Paid: 25.00 i ATLANTIC BEACH, FL 32233 Date Paid: 8/2312000 (904247-6767__ Work Desc: WIRE FOR BUILDOUT - — CONTRACTOR(S _ _ .__ _-_ _- APPLICATION FEES UNITED ELECTRIC COMPANY OF JAX 25.00 i i I , l i Inactions Required MOTHER - –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 ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. j $25.00 14 ATLA IC BEACH B LDINF Date: 8/24/00 01 Receipt: 008;i4J CHECKS G� 001086032 CITY OF ATLANTIC BEACH! MECHANICAL PERMIT 8W SEMMOL.E ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION _ -___ LOCATION INFORMATION Permit Number: 20568 Address: 795 MAYPORT ROAD Permit Type: MECHANICAL i ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: 31 Proposed Use: COMMERCIAL , Lot(s):29-30 Block: 3 Section: Square Feet: Subdivision: ATLANTIC BEACH VILLA Est. Value: Parcel Number_ Improv. Cost: ____ OWNER INFORMATION Date Issued: 8/30/2000 �~ Name: SAIL, INC. Total Fees: 47.00 Address: 795 MAYPORT ROAD Amount Paid: 47.00 ATLANTIC BEACH, FL 32233 _Date Paid: 8/30/2000 Phone: (904)247-6767 _ Work Desc: INSTALL CENTRAL HEAT AND AC I -— ___--- CONTRACTOR(S) _ _._ _ __ ._ APPLICATION FEES _—_ --------.� AIR—ENGINEERS INC. _ PERMIT 47.00 t s 1 }} I � I I InspectionsRequired ROUGH MECHANICAL —�� FINAL. f � 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. A TIC BEACH BUI Dl bate: 8/31/30 81 Receipt: 008497c. CHECKS 32 r , CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING � 800 SE.MINOLE ROAD-ATLANTIC BEACH,FL 32233 TEL: 247-5826-FAX: 247-5877 a - PERMIT INFORMATION --_ -- _ LOCATION INFORMATION_ Permit Number: 20492 . Address: 795 _MAYPORT ROAD i Permit Type: COMMERCIAL i ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Township: Range: Book: 31 Proposed Use: COMMERCIAL Lot(s):29-30 Block: 3 Section: Square Feet: Subdivision: ATLANTIC BEACH VILLA Est. Value: Parcel Number: Improv. Cost: _ _ OWNER INFORMATION Date Issued: 8/16/2000 Name: SAIL, INC. Total Fees: 240.00 ! Address: 795 MAYPORT ROAD Amount Paid: 240.00z`� -- ATLANTIC BEACH, FL 32233 Phone:Date Paid: 8/16/2000 (904)247-6767 Work DeOW-80 sc: INTERLD-O_UT -- - - -- __----- --_� ___- -- ---CONTRACTOR(S� _ . _ _-- _ _ --- _ -___-- APPLICATION FEES_ PELKEY BUILDERS PERMIT _ 240.00 I I S fy I � i InWpt ons_Required FINAL.BUILDING — - ---- 1 INSULATION I CERTIF/OCCUPANCY NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOU— RS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. l $248.00 14 ATLANTIC BEAC BUILD G DEPT. Date: 8/21/08 81 Receipt: 0882748 CHECKS 18747 atsiar2"--'" CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT Permit Number: 19804 Address: 793 MAYPORT ROAD UM01 Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: COMMERCIAL Logs): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: Date Issued: 3/28/2000 Name: PELKEY BUILDERS Total Fees: 90.00 Address: P.O. BOX 72 Amount Paid: 90.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 3/28/20001 Phone: 9€I4)246-8659 Work Desc: CS350X2, AMPS 1 Pl-L;3W 240V 3"RW COPPER- NEW COMMERCIAL BUILDING UNITED ELECTRIC COMPANY OF JAX `` PERMIT 90.00 ROUGH EL C ., UC- FINAL ELECTRIC NOTICE - I1�*PECTIONS 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 VOTH`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. kr-,— (- �j ATLANTIC BEACA BUIL G DEPT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT Permit Number: 20048 Address: 793 MAYPORT ROAD Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: ATLANTIC BEACH Est. Value: Parcel Number: Improv. Cost: UNINEM ills= Date Issued: 5/12/2000 Name: PELKEY BUILDERS Total Fees: 50.00 Address: P.O. BOX 72 Amount Paid: 50.00. ATLANTIC BEACH, FLORIDA 32233 Date Paid: 5/12/2000 Phone: (904)246-8659 Work Desc: CS3/0 20 PS 1PH 3W,240V 3"RW COPPER, NEW ELECTRICAL SERVICE IN UNITED ELECTRIC COMPANY OF JAX ' PERM1T 50.00 SEEM ROUGH EL TISF=== FINAL ELECTRIC NOTICE - I( PECTIONS MIDST 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 LIENLAW 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. C, $50.6014 Date: 5/12/80 81 Receipt: 8856613 ATLANTIC BEAC BUILDING PT. CHECKS 44416 80180003221000 d CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 8103 SEM{NOLE ROAD—ATLANTIC BEACH,FL 32233-`SEL: 247-582.6—FAX: 247-5877 _ PERPOT INFO 0110-01116W _ _ - LOCATION INFORMATION Permit Number. 20674 —_ (-- Address: 795 MAYPORT ROAD f Permit Type: UTILITIES i ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 31 Proposed Use: COMMERCIAL Lot(s):29-30 Block: 3 Section: j Square Feet: Subdivision: ATLANTIC BEACH VILLA I Est. Value: - Parcel Number: 11 mprov. Cost: OWNER INFORMATION Date issued: 9/2512000 Name:- SAIL, INC. Total Fees: 445.00 I Address: 795 MAYPORT ROAD Amount Paid: 445.00 ATLANTIC BEACH, FL 32233 { Date Paid: 9/25/200pPhone: (904)247-6767 a Nork Desc: INSTALL 3/4"`WATER SERVICE _ _ - — -- _ CONTRACTOR(S) _ APPLICATION FEES „— PROPERTY OWNER _ _—_-- _ - !__WATER METERjTAP _ _ 85.00_ _I { CAPITAL IMPROVE. 325.00 i CROSS CONNECTION 35.00 � i I j I I J I ! _____ inspections Reaired I i Date: 9/25/63 di Receipt: Ciej- j CHECKS p � 4000AF�0u433701 1A64zJ � 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 I MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAIL TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OW S APING TWICE FOR BUILDING IMPROVEMENTS'" ISSUE*AUCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR V` LJTION OF APPLICABLE PROVISIONS OF LAW. roiW µ(Ts $85.00 60 Z Date: 4/25/00 01 Receipt: 00"ii 4. -----.� CHECKS " J AT NTIC BEACH BUIL G DEPT. 40008003433300 CITY OF ATLANTIC BEACH +~ 1 DEPARTMENT OF BUILDING 600 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 _._ Y__PERMIT INFORMATION _ ! _—_LOCATION INFORMATION Permit Number: 20335 Address: 793 MAYPORT ROAD Permit Type: IRRIGATION/SPRINKLER ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: COMMERCIAL i Lots): Block: Section: Square Feet: t Subdivision: ATLANTIC BEACH Est. Value: i Parcel Number: Improv. Cost: - OWNER INFORMATION Date Issued: 7/10/2000 Name: PELKEY BUILDERS Total Fees: 25.00 Address: P.O. BOX 72 Amount Paid: 25.04 ATLANTIC BEACH, FLORIDA 32233 Work Desc: IRRIGATION SYSTEM/BACKFLOW Phone: 904 246-8659 _ Date Paid: 7/10/2000 PAID WITH BUILDING PERMIT�� APPLICATION FEES_ _{ GREEN FROG LANDSCAPE AND IRRIG. PERMIT 25.00 1 I f i I Inspections Required I f � 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 OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I ATLANTIC BEACH B ILL-131- EPT. Dater 7/18/@8 81 Receipt: 6071194 CASH 904-247-5872 p;1 ,2 Oct-04-99 0,8: 37A Harry N1cNa 1 1 Y To.50TE tE-01-1`�9S 439:C1Q FROM: 247-5845 PRICE Q Uw'o" TE APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME MAILING ADDRESS PHONE NUMBER—. 6 — S65-9,9 - -.-DATE '7- SERVICE 7`SERVICE REQUESTEDr15 �ux - a cu,., �^ 7J"C.t 7C?3 -7 SERVICF LOCATION OATS SET TO PUaz1C WORKS ©ATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE WATER: G. Ltz SEWER:_ .e-f`- -061-AL-1 �- - - — - — — - OTHER. PRICE QUOTE PREPARED 8Y: Signature - TiVe DATE NOTIFIED OWNER PAGE,1 OCT-4-1999 MON 08:53AM ID:247-5845 NOTICE TO: Water Department FROM: Building Department DATE: 57-- ,-24 0 0 .......... 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 7 2--- `� _`G � ,e� -------------------- ------------- ---------------------------- -------------------- '-2 Sincerely, -79-7 Pat Harris � r ! Building Department CITY OF ATLANTIC BEACH PERMIT CALLCCULATION SHEET Address, ' ?3 — '?j7- Ql ff YPOif-T Date 41 Heated Sauare Footage @ $ ll F-00 per sq ft = S .�12 01 3S Z-. Garage/Shed @ $ per sq ft = S Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $_p,--r sq ft = S TOTAL VALUATION :, S Total Valuation 1st $ �cc,e �D0j752 Z&'B vv S _3 ,e-2 Remaining Value $8. per thousand or portion thereof TOTAL BUILDING FEE $ X3 ,0 + 1/2 Filing Fee $ ` —Iz- a > ( ) Fireplaces @ $15 . 00 $ --- 0 BUILDING PERMIT FEE $ 23S-, WATER IMPACT FEE SEWER IMPACT FEE WATER METER/TAP $ 2 (- /��F. �sCAPITAL IMPROVEMENT S '� SEWER TAP S (�sq� RADON (HRS) . 0050 S << V SECTION, H PAVING ( ) $ HYDRAULIC SHARES S - U — CROSS CONNECTION $ SURCHARGE . 0050 OTHER $� GRAND TOTAL DUE , �). -!)7 ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp : SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH Flxcure Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE HEASURZMENT OF wATZR DEM.�ND FOR EACR WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WA7 . SYSTEM. THE WATER SUP?LY CH.k.RGE ZS HEREBY FIXED AT :NEN-.Y DOLLARS PER FIXTURE UNIT CONNECTED TO THE CI—L: WATER SYSTE.!. Q BATHROOM GROUP CONSISTING OF Z) SERVICE SINK TRA? STAND WATER CLOSE:, LAVATORY b BATH (8) TUE OR SHOWER STALL (6) WA:ER CLCSET WAM CLOSET, TONIC OPERATED (4) VALVE 0?ERzTED (8) 3A`7H7UE/SHCV`ER (2) URINAL WALL L:? (4) SHCMM GROUP PER HEAD (3) F OOR DRA::t (1) SHOWER STALL DOMESTIC (2) LAUNDRY T^-.AY (Z) LAVATORY (1) CO:*.3:NA7:CN S:NK A.SC _. Y WASHINC XACHINE (3) ?C__ ' o DISHWASH.ER (2) WASH SINK EACH SE_ C. 'AUCE:S (2) YITCE.'t SZ:tIC (2) DE.YI'AL LAVATORY T.ITCHDi SINK WZTS WAST= DF—NTAL UNI:' OR CUSPIDOR (1) GRIRDEY (3) 31DET (�) URI'tAL STALL, WASHOU" (4) Fr IISHI?iC Zyi SINK (8) CO2f.B INA_ION S I.Y.{ AND T'4Y W-!':'-* T'r. FOOD DISPOS. (4) QRINAL, PTS' £STAL, SYPHON JLrT DRINKING FOUNTA:N (1/2) . EL0VOUT (2) LIVATOR:, BARBER/BEAUTY ICE v.AK='R (1/2) c SHOP (2) SURGEONS SINK (3) ©—LAVATORY, SURGEONS (�) .IACIJZ.rI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS J -y $20.00 EAC:i .JOB IAFOfLuATION CITY OF ATLANTIC BEACH APPLICATION FOR PLERMING PERMIT LOCATION: WNER OF PROPERTY: TELEPHONE NO. PLUMBING CONTRACTOR �pol,,.y5-;y /CiPaG L /�i/�S -c--f/EI/4'� CONTRACTOR' S ADDRESS: 5/ /`� /� T�- 5 , STATE LICENSE NUMBER: 522o -` _TELEPHONE:", HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) l�Aj44 f/,,.!OTHER TOTAL FIXTURES: x $3. 50 + $15. 00 MINIMUM PERMIT FEE - $25. 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 a 0 CITY OF 4&404.0 Bei-09" Office of Building Official REQUEST FOR INSPEMON + Date Permit No.. FQ _ Time A.M. Received __�_. RM, t �.,....- 17T& 2-' ' — d ess Locality Owner' 1 Name — L LCC BUILDING CO RETE ELECTRi6A�;. PLUMBING MECHANICAL Framing C~ Foo g ❑ �o`ugh��Wiring CI Rough 0 Air Cond.& Re Roofing D Slab Temp Pole TOP Out D Heating Insulation D Lintel 'E Final u Sewer ❑ Fire Place Cr Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Friday A. . Inspection Ma `f P --_ Inspector _ __ Fina!Inspeciio Gertificate o ccupancy D Date _. P�LANTiC' F- n G) '��ORIOP OF ADDITIONS or CORRECTIONSw DO NOT REMOVE JOB ADDRESS DATE 22 THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be acc pted Z��7ezl 11 3TA Prot, $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDG p.m. Monday through Friday. BUILDING. PLANNING AND ZONING INSPECTION DEPARTtifENT CITY OFATL4.,VTIC BE4CH, FLORIDA CERTIFICATE OF OCCL'P.41VCY WOR.,V SHEET = = Numte; . 19517 2- 7LS E.� recui_e� Gs cu._=. EEFCN—a ISSUING C`-7T7F7CA'- OF OCCUPANCY TrF FOLLOWING MUST EL �OMPLHTE BUILDING #795 Only - Z(,�_�, y �} -2� -E�v C_r— BUILDING #797 Only Str8�-Zi�Z�OI WdLS- ►.t� ��i �� - -,... T:3Jtid _ TO.5072 SEP-22-2080 134:33€' FROM: 247-SEAS v PRICE QUOTE APPLICATION FOR NATER ANDIOR SEWER TAP r APPLICANT NAME __(J WAILING ADORESS_„ PHONE NUMBER jr' DATE �o�•� SERVICE REQUES - - C 2�f9 SERVICE LOCATION DATE SET TO PUBLIC WORKS _ 5 221r Jd DATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS 09PARTMENT PRICE QUOTE RESPONSE WATER' -1,A SEWER: OTHER: PRICE QUOTE PREPARED Signature - Title DATE NOTIFIED OWNER — �— t0'd ZL*39-LVZ-b06 X-A.AeH d9Z TO 3& 05 CITY OF ATLANTIC BEACH, FLORIDA AppiovW by APPLICATION FOR ELECTRICAL PERMIT 301.3- Q000 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN TILE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WIIICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAIL FIRM: Q �I M ER ELECT urIAN MATURE v 7ryJQURNEYMAN NAME filJCe , � ADDRESS: / 3 I"'�V P��T f� RFD - BOX BLDG.SIZE BETWEEN: RES.C. I APT.I 1 COMM.(N'/ PUBLICO1 INDUS.( 1 NEW(✓1 OLD( 1 REW.( 1 ADDITION( ) TRAILER ( 1 TEMP.(k SIGNS I 1 SO.FT. SERVICE: NEW( ) INCREASE( ) / REPAIR( 1 FEE CONDUCTOR SIZE 3*(, AMPS�C7 COPPER I I ALUM. SWITCH OR BREAKER r�/ Cf �/ AMPS PH W OLT /6 V RACEWAY EXIST.SERV.SIZE AMPS PH I W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED_ OPEN TOTAL 0.30 AMPS. I 3t.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED .100 AMPS. 0 APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE I SWITCH FLASHER EACH SIGN --- FORWARDED TOTAL FEES CITY OF rgtea�ztie i e� - �a?onida 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904)247-5800 FAX (904) 247-5805 SUNCOM 852-5800 Jure 22, 2000 United Electric Company of Jacksonville 5716 St. Augustine Road Jacksonville, FL 32207 Attention: John E. Griffin, Jr. Dear Sir: This letter is in response to your request for early power at 793 Maypoft Road. We do not allow buildings in Atlantic Beach to be energized before the final inspection is completed. We have attempted to accommodate contractors in the past by allowing power to structures before the final inspection and have seen the policy abused by allowing the building to be occupied before the final inspection. This abuse was so prolific we had to discontinue the policy. Sincerely, Don C. Ford, C.B.O. Building Official DCFlpah cc: City Manager 06-21-2000 13:06 9047315311 UNITED ELECTRIC COMPANY R.01 UNITED ELECTRIC CO OF JACKSONVILLE 5716 ST. AUGUSTINE RD JACKSONVILLE,FL 32207 (904)731-X12110 June 21, 2000 Mr. Don Ford Inspection Dept. City of atlantic Beach,FL 800 Seminole Rd Atlantic Beach,FL 32233-5445 Dear Sir; We respectfully request that temporary power for the address listed below be cut on for a period of thirty(30)days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the certificate of occupancy, and the approval and completion of the job. Yours truly, John E. Griffin,Jr United Electric Co. of Jax. Re: Mehloff Office Bldg Address: 793 Mayport Rd Permit #20048 CITY OF ATLANTIC BEACH, FLORIDA(24V-0u-C�2 Approved Dy APPLICATION FOR ELECTRICAL. PERMIT j2- t 1 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: �✓ 1y ;�r7 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. S ELECTRICAL FIRM: MA ER Cl ECTAQfAN SIGNATU JOURNEYMAN 3NAME jADDRESS: r� 7 c� RFD-BOX- BLDG. oBoxBLDG. SIZE 5 N J BETWEEN: RES.(. ) APT.( 1 COMM.("1 PUBLIC( 1 INDUS.( 1 NEW l N-' OLD( 1 REW.( 1 ADDITION( ) TRAILER( 1 TEMP.( 1 SIGNS I ) SO.FT. SERVICE: NEW( ) INCREASE( 1 REPAIR( 1 FEE CONDUCTOR SIZE AMPS COPPER I ALUM. SWITCH OR BREAKER On AMPS +PHI � ✓VOLT 3 rr RACEWAY EXIST.SERV.SIZE AMPS VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN TOTAL O-]O AMPS. ]1.100 AMP_B. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED O.t00 AMPS. OYER APPLIANCES _ BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER -I MOTORS H.P. VOLTAGE I PNS NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. I OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. I MOTOR SIZE I SWITCH FLASHER EACH SIGN --- FORWARDED S TOTAL FEES 4&4^40Be6, Office of Building REQUEST FOR INSPL Date_ _ _ Permit No:, Time A.M. Received P.M. 4"� 79-Y /Ij Job AddrWr ocality Owner's ame Contractor BUILDINec CONCRETE ELECTRICAL PLUMBING MECHANICAL gFooting Rough Wiring E Rough C Air Cond. & CJ Re Roofing Slab G Temp Pole Cl Top Out C Heating Insulation Lintel Ci Final E Sewer 0 Fire Place Q Pre Fab READY FOR INSPECTION A.M. Mon, Tues. Wed. Thurs. Friday rr� A.M. Inspection Made _P'M• Inspector Final Inspection G VVI" V Certificate of Occupancy U Date CITY OF MaxXic B" Office of Building Official REQUEST FOR INSPECTION Date -7 Permit No. Time A.M. Received PW Job Address I-Mality Owner's Contractor CONCRETE ELECTRICAL PLUMBING ME HANICAL ---ff Footing 0 Rough Wiring 0 Rough 171 Air Cond.& 0 Re Roofing Cl Slab 0 Temp Pole U Top Out L7 Heating Insulation D Lintel C71 Final E Sewer 0 Fire Place Pre Fab READY FOR INSPECTION A.M. Mon, Tues. Wed. Thurs. (�Fnd.yl�' e7-7 A.M. Inspection Made —�g�j7 ,a� PM. Inspector Final Inspection 0 Certificate of Occupancy 0 Date /�r}��jj�� nnCITirwj� �jf,,pd fYt�ilNf.[do �Sf 'A;& Office of Building Official REQUEST FOR INSPECTION DateTime A.M. { Received Job cess Local` Owner's . Name Contractor —�X1, BUILDING CONCRETE ELECTRICAL PLUMBING MECH CA Framing 0 Footing C? Rough Wiring E, Rough E, Air C & 17 Slab � Temp Pole Cl Top Out C Heating Lintel E Final L1 Sewer Q Fire Place Pre Fab �11 READY FOR INSPECTION^�~�"� Wed. Thurs. Friday----- A.M. Inspection Made ----- PM. Inspector- Final Inspection 1* Certificate of Occupancy 0 Date — CITY OF ATLANTIC BEACH, FLORIDA c? - Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: D \ 1900 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. ELECTRICAL FIRM: MAS N ELECTRI I MSIGNA /� JOURNEYMAN RE f NAME �� I 4% ��r 3 ADDRESS 9� 1' IL��'U'` " RFD BOX BLDG.SIZE / BETWEEN: RES.(. ) APT.( ) COMM.( T PUBLIC( 1 INDUS.( 1 NEW( OLD( ) REW.( ) ADDITION( ) TRAILER ( 1 TEMP.( 1 SIGNS ( ) SO.FT. SERVICE: NEW(41-' INCREASE( ) REPAIR ( ) FEE CONDUCTOR SIZE 310 AMPS ' Q0 COPPER 1, ALUM. SWITCH OR BREAKER p��C� AMPS PH 3 W s� JVOLT 3�� RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE �NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN j I TOTAL RECEPTACLES CONCEALED OPEN p TOTAL 0•30 AMPS. !1.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. 39 FIXED 0.100 AMPS. OVER_ , APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP,MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS; UNDER 600 V. OVER 600 V. NO. KVA NO, KVA NO.NEON TRANSF, NO. VA. MA. MOTOR SIZE SWITCH FLASHER EACH SIGN FORWARDED a TOTAL FEES CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET n Address 1 -/,,o 0 d 7' rx501L'P 007, //07'e/z(Of2� Date (V o 0 Heated Square Footage --------@ $........per sq ft = 8 Garage/Shed @ S per sq ft = $ Carport/Porch L0 sq ft = $ Deck < @ $........per sq ft = $__ Patio IT TOTAL VALUATION : F, Total Valuation ist Remaining Value' per thousand or portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 BUILDING PERMIT FEE WATER IMPACT FEE $ <p- SEWER IMPACT FEE WATER METER/TAP CAPITAL IMPROVEMENT SEWER TAP 5 ) RADON QRS ) 5050 SECTION H PAVING 0 $ HYDRAULIC SHARES CROSS CONNECTION SURCHARGE . 0050 OTHER $ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical ; Plumbing,_ Electric/New.......Electric/Temp......; SwimmingPool Septic Tank___; Weli______; Sign„__ Finish Floor Elevation Survey Other CALCULATIONSand/or NOTES : CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: ✓ ' '� 1900 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. n J �jf U n 1 �-c.�C �l e Jr- C,oeoo�'4 1 ` ELECTRICAL FIRM: fJ MAS RELECTRICIA SI A URE NAME �� `7 /�rs ADDRESS: MQ�440r/_ RFD BOX BLDG.SIZE_ 0 aLl ( r BETWEEN: RES.(. 1 APT.( ► COMM.(ISTl_l__PUBLIC( 1 INDUS.( 1 NEW(,401_D( 1 REW.( 1 ADDITIONII ) TRAILER( ► TEMP.( 1 SIGNS ( ! SQ.FT. SERVICE: NEW l 1 INCREASE( ) REPAIR( 1 FEE CONDUCTOR SIZE AMPS COPPER ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED J OPEN TOTAL RECEPTACLES CONCEALED.131 OPEN / TOTAL O.]O AMPS. ]1.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT-&-M.V. i FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT A,1o 0.1 OVER MOTORS H.P. VOLTAGE PHS I NO. 1 H.P. I VOLTAGE PHS MISCELLANEOUS s r` TRANSFORMERS: UNDER 600 V. i OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH I FLASHER _ EACH SIGN FORWARDED S TOTAL FEES GI y of tll0uii,it:. D ,ac a;r('; I q CITY OF ATLANTIC MICH PERMIT APPLICA-TION REMDEZ, ADDITIONS, OR ALTERATIONS MOVING, rM O.LITIONS Owners) • S V4-� \ �j G Job Address: ri (A _M lAX N�:)( Phone: y'� C-1 (l Lot # Block or Unit # Subdivision: Contractor: ��\)g',cy--)-�,Q N\'&,Q.S State License # Address , -�C'�l `�e� �A \C.�C\f•,,.Phone No: City --�-State ��A \ Zip Code aLa3f Describe work to be done: 1;— Present N 1 Present use of building: � �iC.e-- ' Act Valuation of Proposed Construction: Proposed use: Is this an addition? �j If yes, what are the dimensions of the added spacer \\ ft. X \� V ft. Will the added area be heated and cooled? �(e� New electrical (or increase) ? New plumbing fixtures?\In�, New fireplace? New Heat/AC? SiMWT T (C CZAL) TWO CC&WrX= S7L'Z'S OF FZWS, IlUC VD1NG SX22 PZJW, SUR i7EY, MGMGY COLV .3VMW, NIDTZCE OF 4 lip. PT 01IRMT, AND QMWWC0WXAAC2= Arr1MV7T, IF 0WOM 23 C H2RACTOR. Signature OWNER: Date: Signature CONTRACTOR- Date: G AS TO OWNER: Sworn to and subsc Y S d o 2000. MY COMMISSION#CC 954741 • ;= EXPIRES:July 13,2004 ::�, Bonded Thru Notary PuNAc UndAj IC n AS TO CONTRACTOR: Sworn to and subscribed before me s /43 day o ,2000. z- GC� NOTARY PUBLIC Patricia Amonet66 *_ 9.RY"t,$ANMSSION#CC553881 ERPIt B August 27,2000 of BONDED THRU TROY FAIN MURAM,M CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: ZZ5- OWNER OF PROPERTY: f� TELEPHONE NO. PLUMBING CONTRACTOR _ '� ! 7' . CONTRACTOR' S ADDRESS : > 111)4jti sz-J STATE LICENSE NUMBER: ()F(25 _ �'e�/- TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED _SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES: x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE — $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------�_/----------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC -WORKS FOR INSPECTION BUILDING AND ZONING INSPEC`T'ION DIVISION C17Y OF ATLANTIC ©EACH ATLANTIC 111Agh, /LOR;DA 3111123 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT --- Applicant to complete all items in sections I, II, III, and IV; I. LOCATION Slroef Addreu: OFlaferietfinl sfreels: Setween _ And WILDING sub di.iri.n If. IDENTIFICATION -- To be completed by all applicants , In eoniiderafion of parrnilgiven for doing the wort as described in the above Italemant we hereby agree to pirform told wort In ictordancs ..►h Ifijl Iltact�d plans and Ipecificalions which are r part hereof and in accordance with the City of Jacttonvillo ordinances end lfanderdl of gobd practito lilted therein. Na•.! .1 Wtheakal ConfrWofs C."* slat l►r;rfl Muter N6M of 0",106,4111 O.isir S46/1rN dt 0was► Signafur• 111 w Arr"664 A;ed Architect or Engfeeer 111. "OA INFORMATION A. iyM.11reotiM fwl: EI. IS OTHER CONSTRUCTION ttINO DONE ON THIS WILDING OR StTR1 ❑ 6w ❑ LP Q Hawtef Q Conlrof Ufiftty Ir vial, 014S�fa r CON>iTRUCTION 1+ftRrdlT IV. IsSC.�"CAL RgUlflrUeff to K IHSTA AW NATURE OF wofsx 1611 of w"sMia"11 sn WA of N'f"f►r+"I X ' Resldenilsl or tj Commercial �Hiu�l ❑ S0ec4 © Itacesaw ' ''c'-W u no. [;"Now sulldblg A+r Giw/r4wrsk4s [3 Roowl 2Caultnf I-] Existing Wilding IAS nicia"s—_ Cl Riplacsrnant oI`xlstina'oystern iriaaimeas ce d hk�m � New Installation{No i elem „wlousl Inalalbd! . �✓ t3 tA4*s*&W U Extension of acid-on to existing system f�. EJ cosliid 1a.M: Cepnclty ._._._,. . . ..� . .�.,....�. O Othst Specify ❑ I siWintMre: Nea'Um of ta"&L—.....�.�.,.. _................... ...,..�,�.,,�� ,..�....... ..........-...�...... b Its.hls b Msaplt Q o INV"boo V"ONLY d l {aIt►n�srl Remet�e 0 IJ'C t>.�e tw�Ib«I 0 /se"Oft Teasel E3 k4i" wUlm ALL EQUIPMENT AIR CONNnONING AND REFUG[ttATlOtf EQURItIENT Ntv`a1 Vlldb bwertdtbw 71[p"NumberCk 5i ~t w lEATtNC + FURNACES, ROLLERS, FIRFFLACES *WOW b>Rlls WO"l USlisfr TANKS s..I►tt T Wamebw enwaty -Tnw r,M Kansa ac saw >I[a�nQaotlssnr Na �� i >i 0;1:t22,'0V 13110 FAX 904-*1136 633 ROGERS 'F01A'ERS Book 9567 Page 595 iWS INSTRI.TGcNT WAS PR FAXED BY. R£CORG AND RETU?t i TG. Karen E.W,nd:^r.;,Esquue Rcgem,Towers.,Raley,Tones& ray t � �, 1:301 Riveolarc F.ouk-. ard, � Jacksonville,Ptorida 312f7 20()00-961644 8�ck: X567 Pales 5'35 File-d & Recaraec Z'98 01'14,''00 !6:19,13 kM !i£NRY R COOK Permit No. _ CLERK CIRCUIT COURT I as FolioNo. DUVRL CQLNrY TRUsr FUND t 2 RECok9ING 0 s 1700 ..9 0 NOTICE OF CON1IaIENCENTENT State of Florida Cct:nty of Duval TI-E UNDERSIGNED h,tl eby gives noti oe that improvernent,a>ill be made to certain real property, and in accordance vvridl Chapter 713, Florida Statutes, the following information is provided ir. this Notice of Corw. neement. 1.. -,escripti,onofprol;crit'(legal description oftheproperty): See Hxhibit"A"attached. 2. Street address(if!available): :3 General descriptic-a of improverwient: Construction c��'a 4,400 square foot office building . 4. Owner information: (a Naine and address: Brett Melti!hoff Elaine Bakko 645 Mayport Road Atlantic Be-Mch, Poric a 32233 (l,j Interest in l:stoperty: Fee. Simple. (c) Name and address or fee simple thleho der(ifoth r than Ovvner`r N/A 03!2: 10 13:10 FAX 9043960663 ROGERS TOWERS t?003 5. Contractor(nanie and address;: BOak 9567 page 596 P'elky Builders,IjAc. Po.t office Box Atlantic Beach,F lords 32233 (a) Phone nw aber: 904-246-8659 (b) Fax numb;;r: _— (optional, if service by fax is acceptable)_ 6. Surety: (a) Name and'i address: NIA (,b) Phone ntunber: (c) Fax nurnbr;:r: - _ —�- (optional, if ser-.,Ice by fax is acceptable). (d) Arnour:t Of bonI $ T Lender(.name and.address): SunTrust Bank,N Orth Florida, N. A. 200 West Forsyth; Street Jacksonville, Flos-ida 32202 Attention: Darlene:Riggs (a) Phone nutriber: (904)632-2558 (b) Fax number: (904) 632--2874(optional,if service by fax is acceptable). 8. Pcrsc>ns with the State of Florida designated by®,Amer upon whom notices or other documents rrtay be served as pro,,ided by §713.13(1)(x);',; Florida Statutes: (narne and address). -2- �1 ROGERS TOWERS 004 s ' Q3i'L2i00 13:11 .F�'�I 9(lA��.'�i0(�Ei3 11014 9567 page 597 (a) Phone nunraber: (b) Fax numb,.:r: (optional, if service by fax is acceptabP-). 9, Ya addition to himself,Owiwr designates Darlene Riggs of SunTrus.Bank,200 West Forsyth Street,,Jacksonville,Flo:r:ida 32202 to receive a copy of the Lienor's Notic as provided in Section 713.13(1)(b),Florida Statutes. 10. Expiration date o#':notice ofcornmencemotnt(the expiratioc date is one.year from the date of recording unless a d fferi��.nt date is specified). KA. Brett E.Mehlboff Elaine Ba.klco Sworn to and subscribed before me this Sf day ofFebruary,2000,by Breit E.Mehlhoff, who is personally known to me or who has produced as idenrification. Notary Public,State of Florid R� MY Loµ Name: ugusc 27,20oA My Corrunission Expires: My Corrin scion Number is:—___- ------_ S-�N'orn to and subscribed t;-fore me t'tais+ ?day of Februwy,:2000,by Elaine Bakko,who is persorawlly knowa to nie or who has produ ed e!:�",rrc� , �s identification. Notar&iPublic, S re of F'lori a Name: My Commission Expires:_- -__ _ MY Commission Number is: s Mur, Gm t 'p�- 'e cw Wvernrer ,, EXEIREi � atNrv;Uza.v.E u;` 12 FA1-1 R04:i96';663 ROGERS TOWERS 4'U()�i Book 9567 Page 598 EXHIBIT AA Lois 29 and 30, flock 3 ATLANTIC TIC BEACH VILLA, UNI'I`NO. 2,, according to the plat thereof recorded in Plat Book 3I,Page 1.3 of the current public records of. Duval County,Florida v PROPERTY DESCRIPTIONE1 "` EDU �p y� Av>7 Lot d9w Block # # uErV 17 1999 4-) 1 Subdivision: A �� 1ZI()V9 - 9S" /V*Y^e7 M- C' ding Atlantic Beach Street Name DESCRIPTION OF and Zoning or Address: `l in a Flood Zone:_area complete page 3) Brief Description le rJPII 0-PACe, Class of Work: New/ Remodel/Addition: ZONING INFORMATION Type of Construction: f��c 1"-7/ me, Zoning Proposed District: Use: Estimated Value $ Excentions or Variances Materials: Granted: /l.j®/SJ(i Solid c �' �� ad Ground: `^ ROCf: -� Method of cleating: �i�'�� !" �f?.y' �" Ctv= !NF ORMAT17CN 1 Cwner: ti� p,90 ne: -('7 —6767 ng Address /C Zip: CONTRACTOR INFORMATION Contractor: R.') 1e� T-A)Cl Phone: :tailing address "' 1 , a �9. zip STATE LICENSE NO: 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 CR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature &0k0T______7'_ DATE 40 -/7- / 7 K , V a Contractor Signature DATE �7 �� SWORN AND SU SCRIBED BEFORE ME BYLL 4C..01'C.L 11 THIS /7 Tw DAY OF 199Y. Y PUBLIC MY COMMISSION N CC6M1 EXPIRES August 27,2000 h'A(ifl BONDED TNRU TROY PAIN INSURANCE,INC. i• Whole Building Performance Method for Commercial Building E FEV97 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION au > zcgq Florida Department of Community Affairs City of A666 FLA/COM-97 Version 2 .2 each Building PROJECT NAME—Proposed Office Building PERMITTING OFFICE: ADDRESS: _Saratoga Circle North Jacksonville Beach_ CLIMATE ZONE: 3 OWNER: PERMIT NO: - AGENT: JURISDICTION NO:^261400 BUILDING TYPE: _Business (Office) CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: _Finished Building CONDITIONED FLOOR AREA: _4256 NUMBER OF ZONES : 3 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 8 COMPLIANCE CALCULATION: METHOD A DESIGN CRITERIA RESULT ----------------- ------ -------- ------ A. WHOLE BUILDING 76 . 92 100 . 00 PASSES PRESCRIPTIVE REQUIREMENTS: LIGHTING LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1 . EER 8 . 90 8 . 90 PASSES IPLV 8 .30 8 .30 PASSES 2 . SEER 9 .70 9 . 70 PASSES 3 . SEER 9 . 70 9. 70 PASSES HEATING EQUIPMENT 1 . Et 1 . 00 N/A 2 . Et 1. 00 N/A 3 . Et 1 . 00 N/A AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1. Unconditioned Space 4.20 4 .20 PASSES 2 . Unconditioned Space 4 . 20 4 . 20 PASSES 3 . Unconditioned Space 4 .20 4 . 20 PASSES REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT PIPING INSULATION REQUIREMENTS ---------------------------------------------------------------------------- COMPLIANCE CERTIFICATION: I hereby certify that the plans and Review of the plans and specifica- specifications covered by this calcu- tions covered by this calculation lation are in compliance with the indicates compliance with the Florida Energy Eff ' z ney Code. Florida Energy Efficiency Code. PREPARED BY: Before construction is completed, DATE: z 2 �f� this building will be inspected for compliance in accordance with I hereby certify that this building is Section 553 . 908, F1 ida Srtiso in compliance with the Florida Energy BUILDING OFFICIAL:-& 6".— ' Efficiency Code. DATE: © r- 9 S OWNER/AGENT: DATE: I hereby certify(*) that the system design is in compliance with the Florida Energy Efficiency Code. SYSTEM DESIGNER REGISTRATION/STATE ARCHITECT : MECHANICAL: PLUMBING ELECTRICAL: LIGHTING : (*) Signature is required where Florida law requires design to be performed by registered design professionals . Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans . BUILDING ENVELOPE SYSTEMS COMPLIANCE CHECK 401. ------GLAZING--ZONE 1------------------------------------------------v- Elevation Type U SC VLT Shading Area(Sgft) --------- --------------- ---- ---- ---- -------------- ---------- North Commercial 1 .31 . 95 . 95 None 8 North Commercial 1.31 . 95 . 95 None 8 North Commercial 1 .31 . 95 . 95 None 8 East Commercial 1 .31 . 95 . 95 None 8 East Commercial 1 .31 . 95 . 95 None 8 East Commercial 1 . 31 . 95 . 95 None 8 South Commercial 1 .31 . 95 . 95 None 20 East Commercial 1 .31 . 95 . 95 None 8 South Commercial 1 .31 . 95 . 95 None 41 South Commercial 1 .31 . 95 . 95 None 20 Total Glass Area in Zone 1 = 137 401. ------GLAZING--ZONE 2------------------------------------------------v- Elevation Type ---U SC VLT Shading------- Area(Sgft) I --------- --------------- ---- ---- ------- ---------- North Commercial 1 .31 . 95 . 95 None 16 West Commercial 1 .31 . 95 . 95 None 61 Total Glass Area in Zone 2 = 77 401 . ------GLAZING--ZONE 3------------------------------------------------v- Elevation Type U SC VLT Shading Area(Sgft) --------- --------------- ---- ---- ---- -------------- ---------- South Commercial 1 . 31 . 95 . 95 None 40 West Commercial 1 .31 . 95 . 95 None 61 Total Glass Area in Zone 3 = 101 Total Glass Area = 315 402 . ------WALLS--ZONE 1------------------------------------------------ --- Elevation Type U Insul R Gross (Sgft) --------- -------------------------------- ----- ------- ----------- North 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 120 North 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 163 North 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 120 East 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 190 East 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 140 East 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 147 South 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 120 East 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 138 South 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 163 South 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 120 Total Wall Area in Zone 1 = 1421 402 . ------WALLS--ZONE 2------------------------------------------------ --- Elevation Type U Insul R Gross (Sgft) --------- -------------------------------- ----- ------- ----------- West 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 310 North 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 310 Total Wall Area in Zone 2 = 620 402 . ------WALLS--ZONE 3------------------------------------------------ --- Elevation Type U Insul R Gross (Sgft) --------- -------------------------------- ----- ------- ----------- South 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 310 West 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 310 Total Wall Area in Zone 3 = 620 Total Gross Wall Area = 2661 403 . ------DOORS--ZONE 1------------------------------------------------ --- Elevation Type U Area(Sgft) --------- ------------------------------------------ ----- ---------- South 1/4" Included with glass 0 . 60 21 Total Door Area in Zone 1 = 21 403 . ------DOORS--ZONE 2------------------------------------------------ --- Elevation Type U Area(Sgft) --------- ------------------------------------------ ----- ---------- West 1/4" Included with glass 0 . 60 21 Total Door Area in Zone 2 = 21 403 . ------DOORS--ZONE 3------------------------------------------------ --- Elevation Type U Area(Sgft) --------- ------------------------------------------ ----- ---------- West 1/4" Included with glass 0 . 60 21 Total Door Area in Zone 3 = 21 Total Door Area = 63 404 . ------ROOFS--ZONE 1------------------------------------------------ --- Type Color U Insul R Area(Sgft) ------------------------------------ ------ ----- ------- ---------- Shngl/1/2"WD Deck/WD Truss/9" B Medium 0 . 027 30 2334 Total Roof Area in Zone 1 = 2334 404 . ------ROOFS--ZONE 2------------------------------------------------ --- Type Color U Insul R Area(Sgft) ------------------------------------ ------ ----- ------- ---------- Shngl/1/2"WD Deck/WD Truss/9" B Medium 0 . 027 30 961 Total Roof Area in Zone 2 = 961 404 . ------ROOFS--ZONE 3------------------------------------------------ --- Type Color U Insul R Area(Sgft) ----- ------- ---------- Shngl/1/2"WD Deck/WD Truss/9" B Medium 0 . 027 30 961 Total Roof Area in Zone 3 = 961 Total Roof Area = 4256 405 . ------FLOORS-ZONE 1------------------------------------------------ --- Type Insul R Area(Sgft) ------------------------------------------------ ------- ---------- Slab on Grade/Uninsulated 0 2334 Total Floor Area in Zone 1 = 2334 405 . ------FLOORS-ZONE 2------------------------------------------------ --- Type Insul R Area(Sgft) ------------------------------------------------ ------- ---------- Slab on Grade/Uninsulated 0 961 Total Floor Area in Zone 2 = 961 405 . ------FLOORS-ZONE 3------------------------------------------------ --- Type Insul R Area(Sgft) ------------------------------------------------ ------- ---------- Slab on Grade/Uninsulated 0 961 Total Floor Area in Zone 3 = 961 Total Floor Area = 4256 406 . ------INFILTRATION-------------------------------------------------- --- IInfiltration Criteria in 406 . 1 .ABCD have been met . CHECK MECHANICAL SYSTEMS CHECK ------------------------------------------------------------------ ----- --- HVAC load sizing has been performed. (407 . 1.ABCD) 407 . ------COOLING SYSTEMS-------------- --------------------------------- --- Type No Efficiency IPLV Tons 1. Air Cooled ( >= 65, 000 Btu/h 1 8 .9 8 .3 7 .50 2 . Single Package 1 9.7 0 3 . 00 3 . Single Package 1 9.7 0 3 . 00 408 . ------HEATING SYSTEMS----------------------------------------------- --- Type No Efficiency BTU/hr -------------------------------- --- ---------- -------------- 1. Electric Resistance 1 1 90000 2 . Electric Resistance 1 1 36000 3 . Electric Resistance 1 1 36000 409 . ------VENTILATION--------------------------------------------------- --- Ventilation Criteria in 409.1.ABCD have been met. I CHECK 410 . -----AIR DISTRIBUTION SYSTEM---------------------------------------- --- CHECK --------------------------------------------------------- ---- --- Duct sizing and design have been performed. (410 .1.ABCD) AHU Type Duct Location R-value 1 . Air Conditioners Unconditioned Space 4 . 2 2 . Air Conditioners Unconditioned Space 4 .2 3 . Air Conditioners Unconditioned Space 4 .2 CHECK ------------------------------------------------------ ---- --- Testing and balancing will be performed. (410 . 1 .ABCD) 411 . -----PUMPS AND PIPING-ZONE ----------------------------------------- --- Basic prescriptive requirements in 411.1.ABCD have been met . PLUMBING SYSTEMS 411 . -----PUMPS AND PIPING-ZONE 1--------------------------------------- � --- Type R-value/in Diameter Thickness ------------------------ ---------- -------- --------- 411- -----PUMPS AND PIPING-ZONE 2--------------------------------------- --- Type R-value/in Diameter Thickness ------------------------ ---------- -------- --------- 411 . -----PUMPS AND PIPING-ZONE 3--------------------------------------- --- Type R-value/in Diameter Thickness 412 . -----WATER HEATING SYSTEMS-ZONE 1---------------------------------- --- Type Efficiency StandbyLoss InputRate Gallons ------------------------ ---------- ---------- ---------- ---------- 412 , -----WATER HEATING SYSTEMS-ZONE 2---------------------------------- --- Type Efficiency StandbyLoss InputRate Gallons ------------------------ ---------- ---------- ---------- ---------- 412 - -----WATER HEATING SYSTEMS-ZONE 3---------------------------------- --- Type Efficiency StandbyLoss InputRate Gallons ELECTRICAL SYSTEMS CHECK 413 . -----ELECTRICAL POWER DISTRIBUTION---------------------------- ----- --- Metering criteria in 413 . 1 .ABCD have been met. 414 . -----MOTORS--------------------------------------------------- ----- --- Motor efficiencies in 414 .1 .ABCD have been met . 415 . -----LIGHTING SYSTEMS-ZONE 1--------------------------------------- --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) Reading, T 1 On/Off 2 4200 2334 Total Watts for Zone 1 = 4200 Total Area for Zone 1 = 2334 415. -----LIGHTING SYSTEMS-ZONE 2--------------------------------------- --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) ---------- --- -------------- --- -------------- --- ------ ---------- Reading, T 1 On/Off 2 1700 961 Total Watts for Zone 2 = 1700 Total Area for Zone 2 = 961 415 . -----LIGHTING SYSTEMS-ZONE 3--------------------------------------- --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) ---------- --- -------------- --- -------------- --- ------ ---------- Reading, T 1 On/Off 2 1700 961 Total Watts for Zone 3 = 1700 Total Area for Zone 3 = 961 Total Watts = 7600 Total Area = 4256 CHECK Lighting criteria in 415 . 1 .ABCD have been met. 16 . Operation/maintenance manual will be provided to owner. (102 . 1) � ---------------------------------------------------------------------------- CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION ta,'nng,axust be received by 5 PM on the Monday prior to the scheduled meeting in order U" o 81aced on t e agenda. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. -1 /9' L-3 pel'�Iey '�3ullclek-s Po' /06 APPLIC,A T NAME ADDRESS TELEPHONE 2. 1.oi s d� � �0 DRESS``OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: Of-F1 C& RU/ -1. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑ YES ❑ ❑ NOT SURE I 5. PROPERTY ZONING: ❑ RESIDENTI. ❑ CON21vIERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: I � I f INTERIOR OR { SPECIES DIAMETER * EXTERIOR ZONE** 3 * Diameter at Breast Height (D.B.H.) is measured at 4.5 feet above grade. To accurately determine diameter, measure the trunk circumference and divide by 3.1416. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. ** See attached diagram for determination of interior and exterior zones. 7. SITE PLANITREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height (DBH) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an "X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "(D". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE fl-aggung. paint or rape. C) The front property corners must be marked by stakes or paint indicating the Lot P P P g Number or Address. 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARDED SITES WILL NOT BE PROCESSED. I 'HEREBY AGREE TO CO'i\/IPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, T REE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. Applicant's Signature Date 4_1� // , p/9 9 Owner's Signature Date CITY USE ONLY: Tree Conservatio d Chairperson Date BUILDING ANIS ZONING INSPECTION DIVISION CITY Of ATLANTIC BEACH ATLANTIC asACH. FLORIDA 3a24111 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections I, II, III, and IV: LOCATION Street Addreu: OF tatertetfing streels: Ie►.eenR�l C- �� And WILDING s.tr�iria.a II, IDENTIFICATION — To be completed by all applicants. In eonliderahon of parm;► given for doing the work as described ;n the above statement we hereby agree to perform said work in tkcordanci .;A A #Hlchtd plant and spec;Ccal;ons which are a part hereof and in accordance with the City of Jecksonvillt ordinances and (landardi oI 9011 prtctita Gtbd ihere;n. MW e! 1�iit>,aeieal Contractorsic S C.irtr♦ttN Ihiall ( IAathr O.Ittr \� S:w►.rt at D,ra�r Sisnelu►• el s, Arllariaa� Ag�tt Architect or In91ne1r III. G AAA1. INFORMATION A CO"STRUCTION uclNt DOME ON THIS BUILDING OR SITE1_ 0 6N 0 U E) Nature) o Csnhei Utility if ru, aloe Nyl,MnsR or CONSTRUCTION 0 04 PERMIT p 01W t�•dh IV, IsEt:l4/4rCAL rp{OMOO TO M *WALL O NATURE OF WORK i;wy,It ud of cemp wants oo Md of this f r 1 ❑ Assld nilal or Commercial L9' k"t. (3sMea E3Rsesas*4 ►tell 17 glia sw 8ullding Ai.t +sJ,4;enis►9: Q teamCoetns) ❑ Existing SWIding ❑��9--N-ow of existing tIy><tsm[99-Now Installation INo system prsvlousiy installed). I ' ' b Extension or add-on to existing iyatem ❑ other— Spsolfy d +IO/iI'eM.YCaYtillj ..r._...-...........:.r-_............� .�� .�F.s11. . (3 Pot (3 6441 b 144ft o bsste+a------- ----I »I t►fIf slrAce AOR OFFtIC! Uff ONLY E3 GkAms (tteltlabrl iMs«+»+I U toalL�.r (stlrnNrl Rsnrettd Q Loa wrieie n 1"Aw) a U.f+ed raw.w...I + Osla 4 hrts►fi Appwwd {ter Q 1- 0 0111"100, - SOWh hrrltN hu Licit ALL >RQUIPMENT Ail COMXnONWG AND REFRIGERATION EQUIFMENr I11Waatbr Vslly Daaertptiea Medd Number mmut"towr ('!beta) � p QN- 11 -7777 It m9moo • -FURNACES, 11011,EM fl". LACES ;lh,.a0sr�!!a I»aarlplista McRsithm+ltm >f[swntstol�at Ku o l�_ (o TANKS )user cemeq► , IA 1j(a etd / c ow ��n u E G5. OQ Of 00, vocr F pect" ' PM °°e`�ty M�CNPN�GP� . and & R A 9�NG G N a�p ace ate t� tta°iO� QOM r Fpce � /G°n P Pou9Qut P<e�ab pM 109 Padless E�^�9h�ii�n9 S eg Jo Po Fo18 F oel's CoNGP na �NSpE��N Cnuts 0* Footi�n9 �= foF� C D vaae� / F�� y�ed. PN. \,nspecti�ooccuPan°y v _G." Ana o5 �ca��oQ�,n9 � 1 Ge�t�cate Pe P anon ./j lnsu �t7�`tu s' � Oa1e � JJ � on ade eGuo M �nsP �nsPe6�O� PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: f e L6 46 U I c 0 I N b OWNER:gh-ri tf C K Ff 6 FF / F.-1-4-1 A.)l- K K Z) [ 1. Determine Occupancy Classification of the structure. Select occupancy classification which most accurately fits the use of the Building. (Chapter B3) [ 2. Determine actual physical properties of building. a. Determine building area each floor. (Area definition Chapter 62) [✓j b. Determine grade elevation for building. (Grade definition Chapter B2) [�] C. Determine building height in feet above grade. (Height definition Chapter 132) [ d. Determine building height in stories. (Story definition Chapter 62) e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 82) [ f. Determine percent of exterior openings per floor. [yr 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter B6) [vIr a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table 6500) [✓jam b. Check allowable height and area increases permitted. (Chapter 65) [yr 4. Check detaiied Occupancy requirements. (Chapter B4) (v] 5. Check detailed Construction requirements a. Fire Protection of Structural Members (Chapter 86 &Table B600) b. Fire Protection Requirements (Chapter B7 and Table 6700) [,�' C. Means of Egress Requirements (Chapter B10) Ivr 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) [yr 7. Check other requirements as necessary. (v]' a. Construction projecting into public property(chapter B32) [,�}~ b. Elevators and conveying systems (Chapter B30) C. Sprinklers, standpipes and alarm systems(Chapter 89) [, d. Use of combustible materials on the interior(Chapter 68) [ e e. Roofs and root structures (Chapter B15) [ f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other Z 3 D -.9 � CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: Q o-,N-- C Don C. Ford, Buildi Official don/sb.1 10' SBRL 40' (� I 10' SBRL - I m I OFFICE BUILDING m z � I o► a SQUARE FOOTAGES: PARKING `V o Y I 12 SPACES WALK HEATED-4312 688 I I TOTAL 5000 I I PAVING 3858 00 LOT 15200 RAMP L 6' I I � s I II _ 15' FBRL COVERED WALK I Ln 160' S A R A T O G A C I R C L E N O R T H CITY OF ATLANTIC BEACH APPLICATION FOR PLU14BXNG PERMIT JOB LOCATION: --7ct3 7199- OWNER OF PROPERTY: t� �l TELEPHONE NO. PLUMBING CONTRACTOR LC�' ,�`� �nK L CONTRACTOR' S ADDRESS : STATE LICENSE NUMBER: ECa -TW14 TELEPHONE:- HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS (1 LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS / SEWER WATER REPIPE OTHER TOTAL FIXTURES: x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904 ) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION U On (13 E _ 4) O O� d MUM ' TRACE@ Load 700 0, version 3.0 Asa V co By Eng Engineering Inc. Project Name: Proposed Office Building Dataset Name: D:WCADFILE\99067\ProOffice.LDS Location: Jacksonville Beach, Florida Building Owner: Program User: Edward J. Eng, P.E. �� Company: Eng Engineering Inc. Z Comments: Manual*N*Calculations Location: Jacksonville, Florida Latitude: 30.0 deg Longitude: 81.0 deg Summer Design Dry Bulb: 94 °F Time Zone: 5 Summer Design Wet Bulb: 77 °F Elevation: 24 ft Winter Design Dry Bulb: 32 °F Barometric Pressure: 29.9 in. Hg Summer Clearness Number: 0.95 Air Density: 0.0760 Ib/cu ft Winter Clearness Number: 0.95 Air Specific Heat: 0.2444 Btu/Ib-°F Density-Specific Heat Product: 1.1144 Btu/h•cfm•°F Summer Ground Reflectance: 0.20 Latent Heat Factor: 4,905.3 Btu•min/h•cu ft Winter Ground Reflectance: 0.20 Enthalpy Factor: 4.5588 lb-min/hr-cu ft Design Simulation Period: January through December Cooling Load Methodology: TETD-TAI Heating Load Methodology: UATD Project Name: Proposed Office Building TRACE®Load 700 v3.0 calculated at 10:18 AM on 12/21/1999 Dataset Name: D:WCADFILE\99067\ProOffice.LDS 4 2 System Checksums By Eng Engineering Inc. East Offices Single tone COOLING COIL PEAK i CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Moll-Ir: 8/14 Mo/Hr: 11112 Mo/Hr: 13/1 Clg Htg Outside Air: OADB/WB/HR: 94/77/117 OADB: 76 OADB: 32 SADB 60.5 70.2 Plenum 75.7 67.2 Space Plenum Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.7 67.2 Sens.+Lat. Sensible Latent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 77.0 64.2 Btu/h Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solr 0 0 0 0.00 0 0.00 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0.00 0 0.00 0 0 0.00 Roof Cond 0 2,203 2,203 2.86 0 0.00 0 -3,144 13.25 Glass Solar 20,826 0 20,826 27.07 23,686 40.90 0 0 0.00 *Glass Cond 1,070 0 1,070 1.39 506 0.87 -5,087 -5,087 21.44 AIRFLOWS Wall Cond 4,217 1,197 5,414 7.04 4,163 7.19 -2,931 -3,745 15.78 Cooling Heating Partition 0 0 0.00 0 0.00 0 0 0.00 Vent 300 300 Exposed Floor 0 0 0.00 0 0.00 0 0 0.00 Infil 0 0 Infiltration 0 0 0.00 0 0.00 -1 -1 0.00 Supply 3,580 3,580 Sub Total=_> 26,113 3,400 29,512 38.36 28,356 48.97 -8,019 -11,976 50.47 Mincfm 0 0 Internal Loads Return 3,580 3,580 Lights 15,934 0 15,934 20.71 15,934 27.52 : 0 0 0.00 Exhaust 300 300 People 7,500 7,500 9.75 3,750 6.48 0 0 0.00 Rm Exh 0 0 Misc 9,475 0 0 9,475 12.32 9,475 16.36 0 0 0.00 Auxil 0 0 Sub Total=_> 32,909 0 0 32,909 42.78 i 29,159 50.35 0 0 0.00 Ceiling Load 532 -532 0 0.00 395 0.68 -775 0 0.00 Outside Air 0 0 0 14,747 19.17 0 0.00 0 -12,035 50.71 Sup.Fan Heat 0 0.00 `, 0.00 0 0.00 ENGINEERING CKS Ret.Fan Heat 0 0 0.00 I 0.00 0 0,00 Cooling Heating Duct Heat Pkup 0 0 0.00 0.00 0 0.00 %OA 8.4 8.4 OV/UNDR Sizing 0 0 0.00 0 0.00 ! 0 0 0.00 cfm/ft, 1.53 1.53 Exhaust Heat -240 0 -240 -0.31 0.00 280 -1.18 cfmlton 558.40 Terminal Bypass 0 0 0 0.00 0.00 0 0.00 ft'/ton 364.13 Btu/hr•ft2 32.96 -10.17 Grand Total==> 59,554 2,628 0 76,928 100.00 57,910 100.00 -8,794 -23,732 100.00 No.People 15 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airfl Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass Capacity Coil Alrfi Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft2 (%) MBh cfm "F °F Floor 2,334 Main Htg -23.7 3,580 64.3 70.2 Main Clg 6.4 76.9 63.7 3,580 77.0 64.0 68.7 60.5 57.1 64.3 Part 0 Aux Htg 0.0 0 0.0 0.0 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFir 0 Preheat 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Roof 2,334 0 0 Reheat 0.0 0 0.0 0.0 Wall 1,422 137 10 Humidif 0.0 0 0.0 0.0 Total 6.4 76.9 Opt Vent 0.0 0 0.0 0.0 Total -23.7 Project Name: Proposed Office Building TRACE®Load 700 0.0 calculated at 10:18 AM on 12/21/1999 Dataset Name:D:\ACADFILE\99067kProOfrice.LDS System Checksums By Eng Engineering Inc. Northwest Offices Single tone COOLING COIL PEAK !CLG SPACE PEAK i HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8/17 Mo/Hr: 6/17 Mo/Hr: 13/1 Clg Htg Outside Air: OADB/WB/HR: 93/78/119 OADB: 96 OADB: 32 SADB 59.0 70.6 Plenum 75.8 67.2 Space Plenum Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.8 67.2 Sens.+Lat. Sensible Latent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 76.9 64.9 Btu/h Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solr 0 0 0 0.00 0 0.00 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0.00 0 0.00 i 0 0 0.00 Roof Cond 0 1,088 1,088 3.10 0 0.00 0 -1,295 13.41 Glass Solar 12,585 0 12,585 35.82 12,530 46.02 0 0 0.00 Glass Cond 1,280 0 1,280 3.64 1,500 5.51 -2,859 -2,859 29.61 AIRFLOWS Wall Cond 1,698 495 2,193 6.24 1,842 6.76 -1,228 -1,583 16.39 Cooling Heating Partition 0 0 0.00 : 0 0.00 0 0 0.00 Vent 100 100 Exposed Floor 0 0 0.00 0 0.00 0 0 0.00 Infil 0 0 Infiltration 0 0 0.00 0 0.00 0 0 0.00 Supply 1,525 1,525 Sub Total=_> 15,563 1,582 17,145 48.80 15,872 58.29 -4,087 -5,737 59.41 Mincfm 0 0 Internal Loads Return 1,525 1,525 Lights 6,560 0 6,560 18.67 6,560 24.09 0 0 0.00 Exhaust 100 100 People 2,500 2,500 7.12 1,250 4.59 0 0 0.00 Rm Exh 0 0 Misc 3,280 0 0 3,280 9.34 3,280 12.05 0 0 0.00 Auxil 0 0 Sub Total==> 12,340 0 0 12,340 35.12 11,090 40.73 0 0 0.00 Ceiling Load 240 -240 0 0.00 268 0.98 -251 0 0.00 Outside Air 0 0 0 5,736 16.33 0 0.00 0 4,012 41.54 Sup.Fan Heat 0 0.00 0.00 0 0.00 ENGINEERING CKS Ret Fan Heat 0 0 0.00 0.00 0 0.00 Cooling Heating Duct Heat Pkup 0 0 0.00 0.00 0 0.00 %OA 6.6 6.6 OV/UNDR Sizing 0 0 0.00 0 0.00 0 0 0.00 cfm/fY 1.59 1.59 Exhaust Heat -88 0 -88 -0.25 0.00 : 92 -0.95 cfmlton 520.96 Terminal Bypass 0 0 0 0.00 0.00 0 0.00 ft=/ton 328.24 Btu/hrft2 36.56 -10.05 Grand Total=> 28,143 1,254 0 35,133 100.00 i 27,229 100.00 i 4,338 -9,657 100.00 No.People 5 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airfl Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass Capacity Coil Airfl Ent Lvg ton MBh MBh dm °F °F gr/Ib °F °F gr/lb ft' (%) MBh cfm 'F °F Floor 961 Main Htg -9.7 1,525 64.9 70.6 Main Cig 2.9 35.1 30.1 1,525 76.9 64.0 68.5 59.0 56.5 64.2 Part 0 Aux Htg 0.0 0 0.0 0.0 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFir 0 Preheat 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Roof 961 0 0 Reheat 0.0 0 0.0 0.0 Wali 620 77 12 Humidif 0.0 0 0.0 0.0 Total 2.9 35.1 Opt Vent 0.0 0 0.0 0.0 Total -9.7 Project Name: Proposed Office Building TRACEID Load 700 0.0 calculated at 10:18 AM on 12/21/1999 Dataset Name:D:1ACADFiLE\99067\ProOffice.LDS System Checksums By Eng Engineering Inc. Southwest Offices Single Zone COOLING COIL PEAK :CLG SPACE PEAK ; HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8/17 Mo/Hr: 9/16 Mo/Hr: 13/1 Cig Htg Outside Air: OADB/WB/HR: 93/78/119 OADB: 91 OADB: 32 SADB 59.2 70.7 Plenum 75.8 67.2 Space Plenum Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.8 67.2 Sens.+Lat. Sensible Latent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 76.8 65.2 Btu/h Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Fn BldTD 0.0 0.0 Skylite Soir 0 0 0 0.00 0 0.00 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0.00 0 0.00 0 0 0.00 Roof Cond 0 1,088 1,088 2.98 : 0 0.00 0 -1,297 12.37 Glass Solar 13,267 0 13,267 36.29 14,973 50.30 0 0 0.00 Glass Cond 1,679 0 1,679 4.59 1,516 5.09 -3,750 -3,750 35.76 AIRFLOWS Wall Cond 1,933 599 2,532 6.93 ! 1,997 6.71 -1,158 -1,513 14.43 Cooling Heating Partition 0 0 0.00 0 0.00 0 0 0.00 Vent 100 100 Exposed Floor 0 0 0.00 0 0.00 0 0 0.00 infil 0 0 Infiltration 0 0 0.00 0 0.00 0 0 0.00 Supply 1,685 1,685 Sub Total=_> 16,879 1,687 18,566 50.79 : 18,485 62.09 4,908 -6,561 62.56 Mincfm 0 0 Intemal Loads Return 1,685 1,685 Lights 6,560 0 6,560 17.94 6,560 22.04 0 0 0.00 Exhaust 100 100 People 2,500 2,500 6.84 1,250 4.20 0 0 0.00 Rm Exh 0 0 Misc 3,280 0 0 3,280 8.97 3,280 11.02 0 0 0.00 Auxil 0 0 Sub Total=_> 12,340 0 0 12,340 33.76 11,090 37.25 0 0 0.00 Ceiling Load 235 -235 0 0.00 195 0.65 -231 0 0.00 Outside Air 0 0 0 5,736 15.69 0 0.00 0 -4,012 38.25 Sup.Fan Heat 0 0.00 0.00 0 0.00 ENGINEERING CKS Ret.Fan Heat 0 0 0.00 0.00 0 0.00 Cooling Heating Duct Heat Pkup 0 0 0.00 0.00 0 0.00 %OA 5.9 5.9 OV/UNDR Sizing 0 0 0.00 0 0.00 0 0 0.00 cfm/fN 1.75 1.75 Exhaust Heat -86 0 -86 -0.24 0.00 84 -0.80 cfmtton 553.24 Terminal Bypass 0 0 0 0.00 0.00 0 0.00 ft'/ton 315.46 Btu/heft' 38.04 -10.91 Grand Total=> 29,454 1,366 0 36,556 100.00 29,770 100.00 -5,139 -10,488 100.00 No.People 5 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airfl Enter DBMB/HR Leave DBMS/HR Gross Total Glass Capacity Coil Airn Ent Lvg ton MBh MBh cfm "F °F gr/Ib °F °F gr/Ib ft' (%) MBh cfm °F °F 1 Floor 961 Main Htg -10.5 1,685 65.2 70.7 Main Cig 3.1 36.6 31.5 1,685 76.8 63.8 68.2 59.2 56.8 65.3 Part 0 Aux Htg 0.0 0 0.0 0.0 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFir 0 Preheat 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Roof 961 0 0 Reheat 0.0 0 0.0 0.0 Wali 620 101 16 Humidif 0.0 0 0.0 0.0 Total 3.1 36.6 Opt Vent 0.0 0 0.0 0.0 Total -10.5 Project Name: Proposed Office Building TRACE®Load 700 v3.0 calculated at 10:18 AM on 12/21/1999 Dataset Name:D:WCADFILE\99067\ProOffice.LDS s t Whole Building Performance Method for Commercial Buildings Form 40OA-97 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUR15I$ 7 1VED Florida Department of Community Affairs FLA/COM-97 Version 2 . 2 - i 1999 i- -tic Beach PROJECT NAME—Proposed Office Building PERMITT1% OFF` CE�_• Oning ADDRESS: _Saratoga Circle North JacksonAui', P h4'' CLIMATE ZONE: 3 OWNER: _- PERMIT NO: AGENT: JURISDICTION NO: 261400 BUILDING TYPE: _Business (Office) CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: _Finished Building CONDITIONED FLOOR AREA: _4256 NUMBER OF ZONES: 3 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 8 COMPLIANCE CALCULATION: METHOD A DESIGN CRITERIA RESULT ----------------- ------ -------- ------ A. WHOLE BUILDING 76 . 92 100 . 00 PASSES PRESCRIPTIVE REQUIREMENTS : LIGHTING LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1 . EER 8 . 90 8 . 90 PASSES IPLV 8 .30 8 .30 PASSES 2 . SEER 9 . 70 9 . 70 PASSES 3 . SEER 9 . 70 9 . 70 PASSES HEATING EQUIPMENT 1 . Et 1 . 00 N/A 2 . Et 1 . 00 N/A 3 . Et 1 . 00 N/A AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1 . Unconditioned Space 4 .20 4 . 20 PASSES 2 . Unconditioned Space 4 .20 4 . 20 PASSES 3 . Unconditioned Space 4 .20 4 .20 PASSES REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT PIPING INSULATION REQUIREMENTS ---------------------------------------------------------------------------- COMPLIANCE CERTIFICATION: I hereby certify that the plans and Review of the plans and specifica- specifications cov6ced bit this calcu- tions covered by this calculation lation are in compliance with the indicates compliance with the Florida Energy ft ' .: n y Code. Florida Energy Efficiency Code. PREPARED BY: _ _ Before construction is completed, DATE: 2- Zt fl T this building will be inspected for compliance in accordance with 4 . I hereby certify that this building is Section 553 . 908, Flp- 'da Si1tu?s. in compliance with the Florida Energy BUILDING OFFICIAL: w _ Efficiency Code. DATE: 2-3 0 r9 OWNER/AGENT: DATE: I hereby certify(*) that the system design is in compliance with the Florida Energy Efficiency Code. SYSTEM DESIGNER REGISTRATION/STATE ARCHITECT : MECHANICAL: PLUMBING ELECTRICAL: LIGHTING (*) Signature is required where Florida law requires design to be performed by registered design professionals . Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. BUILDING ENVELOPE SYSTEMS COMPLIANCE CHECK 401. ------GLAZING--ZONE 1------------------------------------------------v- Elevation Type U SC VLT Shading Area(Sgft) --------- --------------- ---- ---- ---- -------------- ---------- North Commercial 1 . 31 . 95 . 95 None 8 North Commercial 1 . 31 . 95 . 95 None 8 North Commercial 1 .31 . 95 . 95 None 8 East Commercial 1 .31 . 95 . 95 None 8 East Commercial 1 .31 . 95 . 95 None 8 East Commercial 1 .31 . 95 . 95 None 8 South Commercial 1 .31 . 95 . 95 None 20 East Commercial 1 .31 . 95 . 95 None 8 South Commercial 1 .31 . 95 . 95 None 41 South Commercial 1 . 31 . 95 . 95 None 20 Total Glass Area in Zone 1 = 137 401 . ------GLAZING--ZONE 2------------------------------------------------v- Elevation Type ---U SC VLT Shading------- Area(Sgft) � --------- --------------- ---- ---- ------- ---------- North Commercial 1 .31 . 95 . 95 None 16 West Commercial 1 . 31 . 95 . 95 None 61 Total Glass Area in Zone 2 = 77 401 . ------GLAZING--ZONE 3------------------------------------------------v- Elevation Type U SC VLT Shading Area(Sgft) --------- --------------- ---- ---- ---- -------------- ---------- South Commercial 1 .31 . 95 . 95 None 40 West Commercial 1 .31 . 95 . 95 None 61 Total Glass Area in Zone 3 = 101 Total Glass Area = 315 402 . ------WALLS--ZONE 1------------------------------------------------ --- Elevation Type U Insul R Gross (Sgft) --------- -------------------------------- ----- ------- ----------- North 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 120 North 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 163 North 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 120 East 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 190 East 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 140 East 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 147 South 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 120 East 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 138 South 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 163 South 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 120 Total Wall Area in Zone 1 = 1421 402 . ------WALLS--ZONE 2------------------------------------------------ --- Elevation Type U Insul R Gross (Sgft) --------- -------------------------------- ----- ------- ----------- West 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 310 North 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 310 Total Wall Area in Zone 2 = 620 402 . ------WALLS--ZONE 3------------------------------------------------ --- Elevation Type U Insul R Gross (Sgft) --------- -------------------------------- ----- ------- ----------- South 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 310 West 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 310 Total Wall Area in Zone 3 = 620 Total Gross Wall Area = 2661 403 . ------DOORS--ZONE 1------------------------------------------------ --- Elevation Type U Area(Sgft) --------- ------------------------------------------ ----- ---------- South 1/411 Included with glass 0 .60 21 Total Door Area in Zone 1 = 21 403 . ------DOORS--ZONE 2------------------------------------------------ --- Elevation Type U Area(Sgft) --------- ------------------------------------------ ----- ---------- West 1/4" Included with glass 0 .60 21 Total Door Area in Zone 2 = 21 403 . ------DOORS--ZONE 3------------------------------------------------ --- Elevation Type U Area(Sgft) --------- ------------------------------------------ ----- ---------- West 1/4" Included with glass 0 . 60 21 Total Door Area in Zone 3 = 21 Total Door Area = 63 404 . ------ROOFS--ZONE 1------------------------------------------------ --- Type Color U Insul R Area(Sgft) ------------------------------------ ------ ----- ------- ---------- Shngl/1/2"WD Deck/WD Truss/9" B Medium 0 . 027 30 2334 Total Roof Area in Zone 1 = 2334 404 . ------ROOFS--ZONE 2------------------------------------------------ --- Type Color U Insul R Area(Sgft) ------------------------------------ ------ ----- ------- ---------- Shngl/1/2"WD Deck/WD Truss/9" B Medium 0 . 027 30 961 Total Roof Area in Zone 2 = 961 404 . ------ROOFS--ZONE 3------------------------------------------------ --- Type Color U Insul R Area(Sgft) ------------------------------------ ------ ----- ------- ---------- Shngl/1/2"WD Deck/WD Truss/9" B Medium 0 . 027 30 961 Total Roof Area in Zone 3 = 961 Total Roof Area = 4256 405 . ------FLOORS-ZONE 1------------------------------------------------ --- Type Insul R Area(Sgft) ------------------------------------------------ ------- ---------- Slab on Grade/Uninsulated 0 2334 Total Floor Area in Zone 1 = 2334 405 . ------FLOORS-ZONE 2------------------------------------------------ --- Type Insul R Area(Sgft) ------------------------------------------------ ------- ---------- Slab on Grade/Uninsulated 0 961 Total Floor Area in Zone 2 = 961 405 . ------FLOORS-ZONE 3------------------------------------------------ --- Type Insul R Area(Sgft) ------------------------------------------------ ------- ---------- Slab on Grade/Uninsulated 0 961 Total Floor Area in Zone 3 = 961 Total Floor Area = 4256 406 . ------INFILTRATION-------------------------------------------------- --- CHECK Infiltration Criteria in 406 . 1 .ABCD have been met. MECHANICAL SYSTEMS CHECK --------------------------------------------------------- i ----- � --- HVAC load sizing has been performed. (407 . 1 .ABCD) 407 . ------COOLING SYSTEMS----------------------------------------------- --- Type No Efficiency IPLV Tons 1. Air Cooled ( >= 65, 000 Btu/h 1 8 . 9 8 .3 7 .50 2 . Single Package 1 9.7 0 3 . 00 3 . Single Package 1 9 .7 0 3 . 00 408 . ------HEATING SYSTEMS----------------------------------------------- --- Type No Efficiency BTU/hr -------------------------------- --- ---------- -------------- 1. Electric Resistance 1 1 90000 2 . Electric Resistance 1 1 36000 3 . Electric Resistance 1 1 36000 409 . ------VENTILATION--------------------------------------------------- --- 1CHECK Ventilation Criteria in 409. 1.ABCD have been met . 410 . -----AIR DISTRIBUTION SYSTEM---------------------------------------- --- CHECK --------------------------------------------------------- ---- --- Duct sizing and design have been performed. (410 .1.ABCD) AHU Type Duct Location R-value 1 . Air Conditioners Unconditioned Space 4 . 2 2 . Air Conditioners Unconditioned Space 4 .2 3 . Air Conditioners Unconditioned Space 4 .2 CHECK --------------------------------------------------------- ---- --- Testing and balancing will be performed. (410 . 1 .ABCD) 411 . -----PUMPS AND PIPING-ZONE ----------------------------------------- --- Basic prescriptive requirements in 411. 1.ABCD have been met . PLUMBING SYSTEMS 411 . -----PUMPS AND PIPING-ZONE 1--------------------------------------- � --- Type R-value/in Diameter Thickness ------------------------ ---------- -------- --------- 411- -----PUMPS AND PIPING-ZONE 2--------------------------------------- --- Type R-value/in Diameter Thickness ------------------------ ---------- -------- --------- 411- -----PUMPS AND PIPING-ZONE 3--------------------------------------- --- Type R-value/in Diameter Thickness ------------------------ ---------- -------- --------- 412 . -----WATER HEATING SYSTEMS-ZONE 1---------------------------------- --- Type Efficiency StandbyLoss InputRate Gallons ------------------------ ---------- ---------- ---------- ---------- 412 - -----WATER ---------412 . -----WATER HEATING SYSTEMS-ZONE 2---------------------------------- -- Type Efficiency StandbyLoss InputRate Gallons ------------------------ ---------- ---------- ---------- ---------- 412 . -----WATER HEATING SYSTEMS-ZONE 3---------------------------------- --- Type Efficiency StandbyLoss InputRate Gallons ELECTRICAL SYSTEMS CHECK 413 . -----ELECTRICAL POWER DISTRIBUTION---------------------------- ----- --- Metering criteria in 413 . 1 .ABCD have been met . 414 . -----MOTORS--------------------------------------------------- ----- --- Motor efficiencies in 414 . 1 .ABCD have been met. 415 . -----LIGHTING SYSTEMS-ZONE 1--------------------------------------- --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) Reading, T 1 On/Off 2 4200 2334 Total Watts for Zone 1 = 4200 Total Area for Zone 1 = 2334 415 . -----LIGHTING SYSTEMS-ZONE 2--------------------------------------- --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) ---------- --- -------------- --- -------------- --- ------ ---------- Reading, T 1 On/Off 2 1700 961 Total Watts for Zone 2 = 1700 Total Area for Zone 2 = 961 415 . -----LIGHTING SYSTEMS-ZONE 3--------------------------------------- -- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) ---------- --- -------------- --- -------------- --- ------ ---------- Reading, T 1 On/Off 2 1700 961 Total Watts for Zone 3 = 1700 Total Area for Zone 3 = 961 Total Watts = 7600 Total Area = 4256 CHECK Lighting criteria in 415 . 1.ABCD have been met. 16 . Operation/maintenance manual will be provided to owner. (102 .1) ---------------------------------------------------------------------------- Q+ 0 Q TRACE° Load 700 C3 0 version 3.0 t.LJ 4 _ L ! .�m wU By Eng Engineering Inc. Project Name: Proposed Office Building Dataset Name: D:\ACADFILE\99067\ProOffice.LDS Location: Jacksonville Beach, Florida Building Owner: V �(^ Program User: Edward J. Eng, P.E. Company: Eng Engineering Inc. Comments: Manual*N*Calculations Location: Jacksonville, Florida Latitude: 30.0 deg Longitude: 81.0 deg Summer Design Dry Bulb: 94 °F Time Zone: 5 Summer Design Wet Bulb: 77 °F Elevation: 24 ft Winter Design Dry Bulb: 32 °F Barometric Pressure: 29.9 in. Hg Summer Clearness Number: 0.95 Air Density: 0.0760 lb/cu ft Winter Clearness Number: 0.95 Air Specific Heat: 0.2444 Btu/Ib-'F Density-Specific Heat Product: 1.1144 Btu/h•cfm•°F Summer Ground Reflectance: 0.20 Latent Heat Factor: 4,905.3 Btu•min/h•cu ft Winter Ground Reflectance: 0.20 Enthalpy Factor: 4.5588 lb-min/hr-cu ft Design Simulation Period: January through December Cooling Load Methodology: TETD-TA1 Heating Load Methodology: UATD Project Name: Proposed Office Building TRACE®Load 700 v3.0 calculated at 10:18 AM on 12/21/1999 Dataset Name: D:\ACADFILE\99067\ProOffice.LDS System Checksums By Eng Engineering Inc. East Offices Single Zone COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8/14 Mo/Hr: 11 /12 Mo/Hr: 13/1 Cig Htg Outside Air: OADB/WB/HR: 94/77/117 OADB: 76 OADB: 32 SADB 60.5 70.2 Plenum 75.7 67.2 Space Plenum Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.7 67.2 Sens.+Lat. Sensible Latent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 77.0 64.2 Btu/h Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solr 0 0 0 0.00 0 0.00 : 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0.00 0 0.00 0 0 0.00 Roof Cond 0 2,203 2,203 2.86 0 0.00 0 -3,144 13.25 Glass Solar 20,826 0 20,826 27.07 23,686 40.90 0 0 0.00 'Glass Cond 1,070 0 1,070 1.39 506 0.87 -5,087 -5,087 21.44 AIRFLOWS Wail Cond 4,217 1,197 5,414 7.04 4,163 7.19 -2,931 -3,745 15.78 Cooling Heating Partition 0 0 0.00 0 0.00 0 0 0.00 Vent 300 300 Exposed Floor 0 0 0.00 0 0.00 0 0 0.00 Infil 0 0 Infiltration 0 0 0.00 0 0.00 -1 -1 0.00 Supply 3,580 3,580 Sub Total=_> 26,113 3,400 29,512 38.36 28,356 48.97 -8,019 -11,976 50.47 Mincfm 0 0 Internal Loads Return 3,580 3,580 Lights 15,934 0 15,934 20.71 15,934 27.52 ! 0 0 0.00 Exhaust 300 300 People 7,500 7,500 9.75 3,750 6.48 0 0 0.00 Rm Exh 0 0 Misc 9,475 0 0 9,475 12.32 9,475 16.36 0 0 0.00 Auxil 0 0 Sub Total==> 32,909 0 0 32,909 42.78 29,159 50.35 0 0 0.00 Ceiling Load 532 -532 0 0.00 : 395 0.68 -775 0 0.00 Outside Air 0 0 0 14,747 19.17 0 0.00 0 -12,035 50.71 Sup.Fan Heat 0 0.00 0.00 0 0.00 ENGINEERING CKS Ret.Fan Heat 0 0 0.00 0.00 0 0.00 Cooling Heating Duct Heat Pkup 0 0 0.00 0.00 0 0.00 %OA 8.4 8.4 OV/UNDR Sizing 0 0 0.00 0 0.00 0 0 0.00 cfm/ft, 1.53 1.53 Exhaust Heat -240 0 -240 -0.31 0.00 : 280 -1.18 cfmlton 558.40 Terminal Bypass 0 0 0 0.00 0.00 0 0.00 ft=/ton 364.13 Btu/heft= 32.96 -10.17 Grand Total=> 59,554 2,628 0 76,928 100.00 57,910 100.00 -8,794 -23,732 100.00 No.People 15 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airfl Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass Capacity Coil Airfl Ent Lvg ton MBh MBh cfm OF OF gr/ib OF OF gr/ib ft- (%) MBh cfm OF OF Floor 2,334 Main Htg -23.7 3,580 64.3 70.2 Main Cig 6.4 76.9 63.7 3,580 77.0 64.0 68.7 60.5 57.1 64.3 Part 0 Aux Htg 0.0 0 0.0 0.0 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 0 Preheat 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Roof 2,334 0 0 Reheat 0.0 0 0.0 0.0 Wall 1,422 137 10 Humidif 0.0 0 0.0 0.0 Total 6.4 76.9 Opt Vent 0.0 0 0.0 0.0 Total -23.7 Project Name: Proposed Office Building TRACE®Load 700 v3.0 calculated at 10:18 AM on 12/21/1999 Dataset Name:D:\ACADFILE\99067\ProOffice.LDS System Checksums By Eng Engineering Inc. Northwest Offices Single Zone COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8/17 Mo/Hr: 6/17 Mo/Hr: 13/1 Clg Htg Outside Air: OADB/WB/HR: 93/78/119 OADB: 96 OADB: 32 SADB 59.0 70.6 Plenum 75.8 67.2 Space Plenum Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.8 67.2 Sens.+Lat. Sensible Latent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 76.9 64.9 Btu/h Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h I%) Fn MtrTD 0.0 0.0 Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solr 0 0 0 0.00 0 0.00 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0.00 0 0.00 0 0 0.00 Roof Cond 0 1,088 1,088 3.10 0 0.00 0 -1,295 13.41 Glass Solar 12,585 0 12,585 35.82 12,530 46.02 0 0 0.00 Glass Cond 1,280 0 1,280 3.64 1,500 5.51 -2,859 -2,859 29.61 AIRFLOWS Wall Cond 1,698 495 2,193 6.24 1,842 6.76 -1,228 -1,583 16.39 Cooling Heating Partition 0 0 0.00 0 0.00 0 0 0.00 Vent 100 100 Exposed Floor 0 0 0.00 0 0.00 0 0 0.00 Infil 0 0 Infiltration 0 0 0.00 0 0.00 0 0 0.00 Supply 1,525 1,525 Sub Total=_> 15,563 1,582 17,145 48.80 15,872 58.29 -4,087 -5,737 59.41 Mincfm 0 0 Internal Loads Return 1,525 1,525 Lights 6,560 0 6,560 18.67 6,560 24.09 0 0 0.00 Exhaust 100 100 People 2,500 2,500 7.12 1,250 4.59 0 0 0.00 Rm Exh 0 0 Misc 3,280 0 0 3,280 9.34 3,280 12.05 0 0 0.00 Auxil 0 0 Sub Total=_> 12,340 0 0 12,340 35.12 11,090 40.73 0 0 0.00 Ceiling Load 240 -240 0 0.00 268 0.98 -251 0 0.00 Outside Air 0 0 0 5,736 16.33 0 0.00 0 -4,012 41.54 Sup.Fan Heat 0 0.00 `; 0.00 0 0.00 ENGINEERING CKS Ret.Fan Heat 0 0 0.00 0.00 : 0 0.00 Cooling Heating Duct Heat Pkup 0 0 0.00 0.00 0 0.00 %OA 6.6 6.6 OV/UNDR Sizing 0 0 0.00 0 0.00 0 0 0.00 cfm/ftl 1.59 1.59 Exhaust Heat -88 0 -88 -0.25 0.00 92 -0.95 cfm/ton 520.96 Terminal Bypass 0 0 0 0.00 0.00 0 0.00 ft=/ton 328.24 Btu/heft= 36.56 -10.05 Grand Total=> 28,143 1,254 0 35,133 100.00 27,229 100.00 -4,338 -9,657 100.00 No.People 5 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airfl Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass Capacity Coil Airfl Ent Lvg ton MBh MBh cfm °F "F gr/lb °F °F gr/Ib ft2 (%) MBh cfm °F °F Floor 961 Main Htg -9.7 1,525 64.9 70.6 Main Clg 2.9 35.1 30.1 1,525 76.9 64.0 68.5 59.0 56.5 64.2 Part 0 Aux Htg 0.0 0 0.0 0,0 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFir 0 Preheat 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Roof 961 0 0 Reheat 0.0 0 0.0 0.0 Wall 620 77 12 Humidif 0.0 0 0.0 0.0 Total 2.9 35.1 Opt Vent 0.0 0 0.0 0.0 Total -9.7 Project Name: Proposed Office Building TRACE®Load 700 v3.0 calculated at 10:18 AM on 12/21/1999 Dataset Name:D:1ACADFILE\99067\ProOffice.LDS System Checksums By Eng Engineering Inc. Southwest Offices Single Zone COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8/17 Mo/Hr: 9116 Mo/Hr: 13/1 Cig Htg Outside Air: OADB/V116/HR: 93/78/119 OADB: 91 OADB: 32 SADB 59.2 70.7 Plenum 75.8 67.2 Space Plenum Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.8 67.2 Sens.+Lat. Sensible Latent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 76.8 65.2 Btu/h Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Fn BidTD 0.0 0.0 Skylite Solr 0 0 0 0.00 0 0.00 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0.00 0 0.00 0 0 0.00 Roof Cond 0 1,088 1,088 2.98 0 0.00 : 0 -1,297 12.37 Glass Solar 13,267 0 13,267 36.29 14,973 50.30 0 0 0.00 Glass Cond 1,679 0 1,679 4.59 : 1,516 5.09 -3,750 -3,750 35.76 AIRFLOWS Wall Cond 1,933 599 2,532 6.93 1,997 6.71 -1,158 -1,513 14.43 Cooling Heating Partition 0 0 0.00 : 0 0.00 : 0 0 0.00 Vent 100 100 Exposed Floor 0 0 0.00 0 0.00 0 0 0.00 Infil 0 0 Infiltration 0 0 0.00 0 0.00 0 0 0.00 Supply 1,685 1,685 Sub Total=_> 16,879 1,687 18,566 50.79 18,485 62.09 i -4,908 -6,561 62.56 Mincfm 0 0 Internal Loads Return 1,685 1,685 Lights 6,560 0 6,560 17.94 6,560 22.04 0 0 0.00 Exhaust 100 100 People 2,500 2,500 6.84 : 1,250 4.20 : 0 0 0.00 Rm Exh 0 0 Misc 3,280 0 0 3,280 8.97 ;' 3,280 11.02 0 0 0.00 Auxii 0 0 Sub Total=_> 12,340 0 0 12,340 33.76 11,090 37.25 0 0 0.00 Ceiling Load 235 -235 0 0.00 195 0.65 -231 0 0.00 Outside Air 0 0 0 5,736 15.69 0 0.00 0 -4,012 38.25 Sup.Fan Heat 0 0.00 0.00 0 0.00 ENGINEERING CKS Ret Fan Heat 0 0 0.00 0.00 0 0.00 Cooling Heating Duct Heat Pkup 0 0 0.00 0.00 0 0.00 %OA 5.9 5.9 OV/UNDR Sizing 0 0 0.00 0 0.00 0 0 0.00 cfm/ftp 1.75 1.75 Exhaust Heat -86 0 -86 -0.24 : 0.00 84 -0.80 cfmlton 553.24 Tenninal Bypass 0 0 0 0.00 0.00 0 0.00 ft'/ton 315.46 Btu/hr•fV 38.04 -10.91 Grand Total=> 29,454 1,366 0 36,556 100.00 29,770 100.00 -5,139 -10,488 100.00 No.People 5 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airfl Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass Capacity Coil Alrfi Ent Lvg ton MBh MBh cfm °F °F gr/lb 'F °F gr/Ib ftz (°/°) MBh cfm °F °F Floor 961 Main Htg -10.5 1,685 65.2 70.7 Main Cig 3.1 36.6 31.5 1,685 76.8 63.8 68.2 59.2 56.8 65.3 Part 0 Aux Htg 0.0 0 0.0 0.0 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 0 Preheat 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Roof 961 0 0 Reheat 0.0 0 0.0 0.0 Wall 620 101 16 Humidif 0.0 0 0.0 0.0 Total 3.1 36.6 Opt Vent 0.0 0 0.0 0.0 Total -10.5 Project Name: Proposed Office Building TRACE®Load 700 0.0 calculated at 10:18 AM on 12/21/1999 Dataset Name:D:\ACADFILE\99067\ProOffice.LDS f i Whole Building Performance Method for Commercial Buildings Form 40OA-97 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTrIQbT,. CE/'%k Florida Department of Community Affairs FLA/COM-97 Version 2 .2 it L'v 2 I 1999 ci;w Atlantic Keach PROJECT NAME_Proposed Office Building PERMITTINGBQW;f�g%{fid Zoning ADDRESS: Saratoga Circle North _Jacksonville Beach CLIMATE ZONE: 3 OWNER: - PERMIT NO: AGENT: JURISDICTION NO:_261400 BUILDING TYPE: _Business (Office) CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: _Finished Building CONDITIONED FLOOR AREA: _4256 NUMBER OF ZONES: 3 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 8 COMPLIANCE CALCULATION: METHOD A DESIGN CRITERIA RESULT ------ -------- ------ ----------------- A. WHOLE BUILDING 76 . 92 100 . 00 PASSES PRESCRIPTIVE REQUIREMENTS: LIGHTING LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1 . EER 8 . 90 8 . 90 PASSES IPLV 8 . 30 8 .30 PASSES 2 . SEER 9 . 70 9 . 70 PASSES 3 . SEER 9 . 70 9 . 70 PASSES HEATING EQUIPMENT 1 . Et 1 . 00 N/A 2 . Et 1 . 00 N/A 3 . Et 1 . 00 N/A AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1 . Unconditioned Space 4 . 20 4 . 20 PASSES 2 . Unconditioned Space 4 . 20 4 . 20 PASSES 3 . Unconditioned Space 4 . 20 4 . 20 PASSES REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT PIPING INSULATION REQUIREMENTS --------------------------------------- ------------------------------------- COMPLIANCE CERTIFICATION: I hereby certify that the plans and Review of the plans and specifica- specifications covered by this calcu- tions covered by this calculation lation are in compliance with the indicates compliance with the Florida Energy E i ,y Code . Florida Energy Efficiency Code . PREPARED BY: a Before construction is completed, DATE: /� 2> this building will be inspected for compliance in accordance with I hereby certify that this building is Section 553 . 908, F1 r'da S t e . in compliance with the Florida Energy BUILDING OFFICIAL: s_-.,- Efficiency Code . DATE:- 'Z - 3 �a q OWNER/AGENT: It DATE: I hereby certify(*) that the system design is in compliance with the Florida Energy Efficiency Code. SYSTEM DESIGNER REGISTRATION/STATE ARCHITECT : MECHANICAL: PLUMBING ELECTRICAL: LIGHTING (*) Signature is required where Florida law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans . BUILDING ENVELOPE SYSTEMS COMPLIANCE CHECK 401. ------GLAZING--ZONE 1------------------------------------------------v- Elevation Type U SC VLT Shading Area(Sgft) --------- --------------- ---- ---- ---- -------------- ---------- North Commercial 1 . 31 . 95 . 95 None 8 North Commercial 1 .31 . 95 . 95 None 8 North Commercial 1 .31 . 95 . 95 None 8 East Commercial 1 .31 . 95 . 95 None 8 East Commercial 1 . 31 . 95 . 95 None 8 East Commercial 1 .31 . 95 . 95 None 8 South Commercial 1 .31 . 95 . 95 None 20 East Commercial 1 .31 . 95 . 95 None 8 South Commercial 1 .31 . 95 . 95 None 41 South Commercial 1 . 31 . 95 . 95 None 20 Total Glass Area in Zone 1 = 137 401 . ------GLAZING--ZONE 2------------------------------------------------v- Elevation Type ---U --SC VLT Shading ------ Area(Sgft) I North Commercial 1 . 31 . 95 . 95 None 16 West Commercial 1 . 31 . 95 . 95 None 61 Total Glass Area in Zone 2 = 77 401 . ------GLAZING--ZONE 3------------------------------------------------v- Elevation Type ---U --SC VLT Shading------- Area(Sgft) I South Commercial 1 .31 . 95 . 95 None 40 West Commercial 1 . 31 . 95 . 95 None 61 Total Glass Area in Zone 3 = 101 Total Glass Area = 315 402 . ------WALLS--ZONE 1------------------------------------------------ --- Elevation Type U Insul R Gross (Sgft) --------- -------------------------------- ----- ------- ----------- North 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 120 North 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 163 North 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 120 East 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 190 East 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 140 East 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 147 South 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 120 East 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 138 South 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 163 South 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 120 Total Wall Area in Zone 1 = 1421 402 . ------WALLS--ZONE 2------------------------------------------------ --- Elevation Type U Insul R Gross (Sgft) --------- -------------------------------- ----- ------- ----------- West 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 310 North 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 310 Total Wall Area in Zone 2 = 620 402 . ------WALLS--ZONE 3------------------------------------------------ --- Elevation Type U Insul R Gross (Sgft) ------ -------------------------------- ----- ------- ----------- South 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 310 West 4"Brick/2x4@16"oc+RllBatt/l/2"Gy 0 . 078 11 310 Total Wall Area in Zone 3 = 620 Total Gross Wall Area = 2661 403 . ------DOORS--ZONE 1------------------------------------------------ --- Elevation Type U Area(Sgft) --------- ------------------------------------------ ----- ---------- South 1/4" Included with glass 0 .60 21 Total Door Area in Zone 1 = 21 403 . ------DOORS--ZONE 2------------------------------------------------ --- Elevation Type U Area(Sgft) --------- ------------------------------------------ ----- ---------- West 1/4" Included with glass 0 . 60 21 Total Door Area in Zone 2 = 21 403 . ------DOORS--ZONE 3------------------------------------------------ --- Elevation Type U Area(Sgft) --------- ------------------------------------------ ----- ---------- West 1/4" Included with glass 0 . 60 21 Total Door Area in Zone 3 = 21 Total Door Area = 63 404 . ------ROOFS--ZONE 1------------------------------------------------ --- Type Color U Insul R Area(Sgft) ------------------------------------ ------ ----- ------- ---------- Shngl/1/2"WD Deck/WD Truss/9" B Medium 0 . 027 30 2334 Total Roof Area in Zone 1 = 2334 404 . ------ROOFS--ZONE 2------------------------------------------------ --- Type Color U Insul R Area(Sgft) ------------------------------------ ------ ----- ------- ---------- Shngl/1/2"WD Deck/WD Truss/9" B Medium 0 . 027 30 961 Total Roof Area in Zone 2 = 961 404 . ------ROOFS--ZONE 3------------------------------------------------ --- Type Color U Insul R Area(Sgft) ---- ------- ---------- Shngl/1/2"WD Deck/WD Truss/9" B Medium 0 . 027 30 961 Total Roof Area in Zone 3 = 961 Total Roof Area = 4256 405 . ------FLOORS-ZONE 1------------------------------------------------ --- Type Insul R Area(Sgft) ------------------------------------------------ ------- ---------- Slab on Grade/Uninsulated 0 2334 Total Floor Area in Zone 1 = 2334 405 . ------FLOORS-ZONE 2------------------------------------------------ --- Type Insul R Area(Sgft) ------------------------------------------------ ------- ---------- Slab on Grade/Uninsulated 0 961 Total Floor Area in Zone 2 = 961 405 . ------FLOORS-ZONE 3------------------------------------------------ --- Type Insul R Area(Sgft) ------------------------------------------------ ------- ---------- Slab on Grade/Uninsulated 0 961 Total Floor Area in Zone 3 = 961 Total Floor Area = 4256 406 . ------INFILTRATION-------------------------------------------------- --- lInfiltration Criteria in 406 . 1 .ABCD have been met. CHECK MECHANICAL SYSTEMS CHECK ------------------------------------------------------------------ i ----- --- HVAC load sizing has been performed. (407 .1.ABCD) 407 . ------COOLING SYSTEMS----------------------------------------------- --- Type No Efficiency IPLV Tons 1. Air Cooled ( >= 65, 000 Btu/h 1 8 . 9 8 .3 7 .50 2 . Single Package 1 9.7 0 3 . 00 3 . Single Package 1 9.7 0 3 . 00 408 . ------HEATING SYSTEMS----------------------------------------------- --- Type No Efficiency BTU/hr -------------------------------- --- ---------- -------------- 1 . Electric Resistance 1 1 90000 2 . Electric Resistance 1 1 36000 3 . Electric Resistance 1 1 36000 409 . ------VENTILATION--------------------------------------------------- --- ICHECK Ventilation Criteria in 409. 1.ABCD have been met. 410 . -----AIR DISTRIBUTION SYSTEM---------------------------------------- --- CHECK ------------------------------------------------------------------ ---- --- Duct sizing and design have been performed. (410 .1.ABCD) AHU Type Duct Location R-value 1 . Air Conditioners Unconditioned Space 4 . 2 2 . Air Conditioners Unconditioned Space 4 .2 3 . Air Conditioners Unconditioned Space 4 .2 CHECK ------------------------------------------------------------------ ---- --- Testing and balancing will be performed. (410 . 1 .ABCD) 411. -----PUMPS AND PIPING-ZONE ----------------------------------------- --- Basic prescriptive requirements in 411. 1 .ABCD have been met . PLUMBING SYSTEMS 411. -----PUMPS AND PIPING-ZONE 1--------------------------------------- I --- Type R-value/in Diameter Thickness ------------------------ ---------- -------- --------- 411 . -----PUMPS AND PIPING-ZONE 2--------------------------------------- --- Type R-value/in Diameter Thickness ------------------------ ---------- -------- --------- 411 . -----PUMPS AND PIPING-ZONE 3--------------------------------------- --- Type R-value/in Diameter Thickness ------------------------ ---------- -------- --------- 412 . -----WATER HEATING SYSTEMS-ZONE 1---------------------------------- � --- Type Efficiency StandbyLoss InputRate Gallons ------------------------ ---------- ---------- ---------- ---------- 412 . -----WATER HEATING SYSTEMS-ZONE 2---------------------------------- --- Type Efficiency StandbyLoss InputRate Gallons ------------------------ ---------- ---------- ---------- ---------- 412 . -----WATER HEATING SYSTEMS-ZONE 3---------------------------------- --- Type Efficiency StandbyLoss InputRate Gallons ELECTRICAL SYSTEMS CHECK) 413 . -----ELECTRICAL POWER DISTRIBUTION---------------------------- ----- --- Metering criteria in 413 . 1 .ABCD have been met . 414 . -----MOTORS--------------------------------------------------- ----- --- Motor efficiencies in 414 . 1 .ABCD have been met. 415 . -----LIGHTING SYSTEMS-ZONE 1--------------------------------------- --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) -- --- ------ ---------- Reading, T 1 On/Off 2 4200 2334 Total Watts for Zone 1 = 42001 Total Area for Zone 1 = 2334 415 . -----LIGHTING SYSTEMS-ZONE 2--------------------------------------- --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) ---------- --- -------------- --- -------------- --- ------ ---------- Reading, T 1 On/Off 2 1700 961 Total Watts for Zone 2 = 1700 Total Area for Zone 2 = 961 415 . -----LIGHTING SYSTEMS-ZONE 3--------------------------------------- --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) ---------- --- -------------- --- -------------- --- ------ ---------- Reading, T 1 On/Off 2 1700 961 Total Watts for Zone 3 = 1700 Total Area for Zone 3 = 961 Total Watts = 7600 Total Area = 4256 CHECK Lighting criteria in 415 . 1 .ABCD have been met. --------- I ----- --- 16 . Operation/maintenance manual will be provided to owner. (102 .1) 1 ---------------------------------------------------------------------------- cVts c a� � v LLJ Cv U 'ES O LU _m TRACE° Load 700 version 3,0 By Eng Engineering Inc. Project Name: Proposed Office Building Dataset Name: D:\ACADFILE\99067\ProOffice.LDS Location: Jacksonville Beach, Florida Building Owner: �Z Program User: Edward J. Eng, P.E. Company: Eng Engineering Inc. Comments: Manual*N*Calculations Location: Jacksonville, Florida Latitude: 30.0 deg Longitude: 81.0 deg Summer Design Dry Bulb: 94 °F Time Zone: 5 Summer Design Wet Bulb: 77 °F Elevation: 24 ft Winter Design Dry Bulb: 32 °F Barometric Pressure: 29.9 in. Hg Summer Clearness Number: 0.95 Air Density: 0.0760 Ib/cu ft Winter Clearness Number: 0.95 Air Specific Heat: 0.2444 Btu/Ib-°F Density-Specific Heat Product: 1.1144 Btu/h-cfm-°F Summer Ground Reflectance: 0.20 Latent Heat Factor: 4,905.3 Btu•min/h-cu ft Winter Ground Reflectance: 0.20 Enthalpy Factor: 4.5588 lb-min/hr-cu It Design Simulation Period: January through December Cooling Load Methodology: TETD-TA1 Heating Load Methodology: UATD Project Name: Proposed Office Building TRACE®Load 700 0.0 calculated at 10:18 AM on 12/21/1999 Dataset Name: D:\ACADFILE\99067\ProOffrce.LDS System Checksums By Eng Engineering Inc. East Offices Single Zone COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8/14 Mo/Hr: 11 /12 Mo/Hr: 13/1 Cig Htg Outside Air: OADB/WB/HR: 94/77/117 OADB: 76 OADB: 32 SADB 60.5 70.2 Plenum 75.7 67.2 Space Plenum Plenum Net Percent I Space Percent Space Peak Coil Peak Percent Return 75.7 67.2 Sens.+Lat. Sensible Latent Total Of Total ; Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 77.0 64.2 Btu/h Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Fn BldTD 0.0 0.0 Skylite Solr 0 0 0 0.00 0 0.00 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0.00 0 0.00 0 0 0.00 Roof Cond 0 2,203 2,203 2.86 0 0.00 0 -3,144 13.25 Glass Solar 20,826 0 20,826 27.07 23,686 40.90 0 0 0.00 'Glass Cond 1,070 0 1,070 1.39 506 0.87 -5,087 -5,087 21.44 AIRFLOWS Wall Cond 4,217 1,197 5,414 7.04 4,163 7.19 -2,931 -3,745 15.78 Cooling Heating Partition 0 0 0.00 0 0.00 0 0 0.00 Vent 300 300 Exposed Floor 0 0 0.00 0 0.00 0 0 0.00 Infii 0 0 Infiltration 0 0 0.00 0 0.00 -1 -1 0.00 Supply 3,580 3,580 Sub Total==> 26,113 3,400 29,512 38.36 28,356 48.97 -8,019 -11,976 50.47 Mincfm 0 0 Internal Loads Return 3,580 3,580 Lights 15,934 0 15,934 20.71 1 15,934 27.52 0 0 0.00 Exhaust 300 300 People 7,500 7,500 9.75 3,750 6.48 0 0 0.00 Rm Exh 0 0 Misc 9,475 0 0 9,475 12.32 9,475 16.36 0 0 0.00 Auxil 0 0 Sub Total=_> 32,909 0 0 32,909 42.78 ! 29,159 50.35 0 0 0.00 Ceiling Load 532 -532 0 0.00 : 395 0.68 -775 0 0.00 Outside Air 0 0 0 14,747 19.17 0 0.00 0 -12,035 50.71 Sup.Fan Heat 0 0.00 0.00 0 0.00 ENGINEERING CKS Ret.Fan Heat 0 0 0.00 0.00 0 0.00 Cooling Heating Duct Heat Pkup 0 0 0.00 0.00 0 0.00 %OA 8.4 8.4 OV/UNDR Sizing 0 0 0.00 0 0.00 0 0 0.00 cfm/ft2 1.53 1.53 Exhaust Heat -240 0 -240 -0.31 0.00 280 -1.18 cfm/ton 558.40 Terminal Bypass 0 0 0 0.00 0.00 0 0.00 ft2/ton 364.13 Btu/heft' 32.96 -10.17 Grand Total=> 59,554 2,628 0 76,928 100.00 57,910 100.00 -8,794 -23,732 100.00 No.People 15 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airfl Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass Capacity Coil Airfl Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/Ib ft2 (%) MBh cfm OF OF Floor 2,334 Main Htg -23.7 3,580 64.3 70.2 Main Cig 6.4 76.9 63.7 3,580 77.0 64.0 68.7 60.5 57.1 64.3 Part 0 Aux Htg 0.0 0 0.0 0.0 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 0 Preheat 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Roof 2,334 0 0 Reheat 0.0 0 0.0 0.0 Wall 1,422 137 10 Humidif 0.0 0 0.0 0.0 Total 6.4 76.9 Opt Vent 0.0 0 0.0 0.0 Total -23.7 Project Name: Proposed Office Building TRACE®Load 700 0.0 calculated at 10:18 AM on 12/21/1999 Dataset Name:D:\ACADFILE199067\ProOffice.LDS System Checksums By Eng Engineering Inc. Northwest Offices Single Zone COOLING COIL PEAK i CLG SPACE PEAK : HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8/17 Mo/Hr: 6/17 Mo/Hr: 13/1 Cig Htg Outside Air: OADB/WB/HR: 93/78/119 OADB: 96 OADB: 32 SADB 59.0 70.6 Plenum 75.8 67.2 Space Plenum Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.8 67.2 Sens.+Lat. Sensible Latent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 76.9 64.9 Btu/h Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solr 0 0 0 0.00 0 0.00 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0.00 0 0.00 0 0 0.00 Roof Cond 0 1,088 1,088 3.10 0 0.00 0 -1,295 13.41 Glass Solar 12,585 0 12,585 35.82 12,530 46.02 0 0 0.00 Glass Cond 1,280 0 1,280 3.64 1,500 5.51 -2,859 -2,859 29.61 AIRFLOWS Wall Cond 1,698 495 2,193 6.24 1,842 6.76 -1,228 -1,583 16.39 Cooling Heating Partition 0 0 0.00 0 0.00 0 0 0.00 Vent 100 100 Exposed Floor 0 0 0.00 0 0.00 0 0 0.00 Infil 0 0 Infiltration 0 0 0.00 0 0.00 0 0 0.00 Supply 1,525 1,525 Sub Total=_> 15,563 1,582 17,145 48.80 15,872 58.29 -4,087 -5,737 59.41 Mincfm 0 0 Internal Loads Return 1,525 1,525 Lights 6,560 0 6,560 18.67 6,560 24.09 0 0 0.00 Exhaust 100 100 People 2,500 2,500 7.12 1,250 4.59 0 0 0.00 Rm Exh 0 0 Misc 3,280 0 0 3,280 9.34 3,280 12.05 0 0 0.00 Auxii 0 0 Sub Total=_> 12,340 0 0 12,340 35.12 11,090 40.73 0 0 0.00 Ceiling Load 240 -240 0 0.00 268 0.98 -251 0 0.00 Outside Air 0 0 0 5,736 16.33 0 0.00 0 -4,012 41.54 Sup.Fan Heat 0 0.00 0.00 0 0.00 ENGINEERING CKS Ret.Fan Heat 0 0 0.00 0.00 0 0.00 Cooling Heating Duct Heat Pkup 0 0 0.00 0.00 0 0.00 %OA 6.6 6.6 OV/UNDR Sizing 0 0 0.00 0 0.00 0 0 0.00 cfm/ft' 1.59 1.59 Exhaust Heat -88 0 -88 -0.25 : 0.00 : 92 -0.95 cfm/ton 520.96 Terminal Bypass 0 0 0 0.00 0.00 0 0.00 ft'/ton 328.24 Btu/heft' 36.56 -10.05 Grand Total=> 28,143 1,254 0 35,133 100.00 : 27,229 100.00 -4,338 -9,657 100.00 No.People 5 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Alrfl Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass Capacity Coil Airfl Ent Lvg ton MBh MBh elm of °F gr/Ib 'F "F gr/lb ft2 (%) MBh cfm °F °F Floor 961 Main Htg -9.7 1,525 64.9 70.6 Main Clg 2.9 35.1 30.1 1,525 76.9 64.0 68.5 59.0 56.5 64.2 Part 0 Aux Htg 0.0 0 0.0 0.0 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 0 Preheat 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Roof 961 0 0 Reheat 0.0 0 0.0 0.0 Wall 620 77 12 Humidif 0.0 0 0.0 0.0 Total 2.9 35.1 Opt Vent 0.0 0 0.0 0.0 Total -9.7 Project Name: Proposed Office Building TRACE®Load 700 0.0 calculated at 10:18 AM on 12/21/1999 Dataset Name:D:WCADFILE\99067\ProOffice.LDS System Checksums By Eng Engineering Inc. Southwest Offices Single Zone COOLING COIL PEAK CLG SPACE PEAK : HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8/17 Mo/Hr: 9/16 Mo/Hr: 13/1 Cig Htg Outside Air: OADBIWB/HR: 93/78/119 OADB: 91 OADB: 32 SADB 59.2 70.7 Plenum 75.8 67.2 Space Plenum Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.8 67.2 Sens.+Lat. Sensible Latent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 76.8 65.2 Btu/h Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Fn BIdTD 0.0 0.0 Skylite Soir 0 0 0 0.00 0 0.00 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0.00 0 0.00 0 0 0.00 Roof Cond 0 1,088 1,088 2.98 0 0.00 0 -1,297 12.37 Glass Solar 13,267 0 13,267 36.29 14,973 50.30 0 0 0.00 Glass Cond 1,679 0 1,679 4.59 1,516 5.09 -3,750 -3,750 35.76 AIRFLOWS Wall Cond 1,933 599 2,532 6.93 1,997 6.71 -1,158 -1,513 14.43 Cooling Heating Partition 0 0 0.00 0 0.00 0 0 0.00 Vent 100 100 Exposed Floor 0 0 0.00 0 0.00 0 0 0.00 Infii 0 0 Infiltration 0 0 0.00 0 0.00 0 0 0.00 Supply 1,685 1,685 Sub Total=_> 16,879 1,687 18,566 50.79 : 18,485 62.09 -4,908 -6,561 62.56 Mincfm 0 0 Internal Loads Return 1,685 1,685 Lights 6,560 0 6,560 17.94 ! 6,560 22.04 0 0 0.00 Exhaust 100 100 People 2,500 2,500 6.84 1,250 4.20 : 0 0 0.00 Rm Exh 0 0 Misc 3,280 0 0 3,280 8.97 3,280 11.02 0 0 0.00 Auxil 0 0 Sub Total==> 12,340 0 0 12,340 33.76 11,090 37.25 0 0 0.00 Ceiling Load 235 -235 0 0.00 195 0.65 -231 0 0.00 Outside Air 0 0 0 5,736 15.69 0 0.00 0 -4,012 38.25 Sup.Fan Heat 0 0.00 0.00 0 0.00 ENGINEERING CKS Ret.Fan Heat 0 0 0.00 0.00 0 0.00 Cooling Heating Duct Heat Pkup 0 0 0.00 0.00 0 0.00 %OA 5.9 5.9 OV/UNDR Sizing 0 0 0.00 0 0.00 0 0 0.00 cfm/ft' 1.75 1.75 Exhaust Heat -86 0 -86 -0.24 0.00 84 -0.80 cfm/ton 553.24 Terminal Bypass 0 0 0 0.00 0.00 0 0.00 ft'/ton 315.46 Btu/hr-ft= 38.04 -10.91 Grand Total-> 29,454 1,366 0 36,556 100.00 29,770 100.00 -5,139 -10,488 100.00 No.People 5 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airfl Enter DBIWB/HR Leave DBIWB/HR Gross Total Glass Capacity Coil Airfi Ent Lvg ton MBh MBh cfm °F °F gr/lb °F °F gr/lb it. (%) MBh cfm °F °F Floor 961 Main Htg -10.5 1,685 65.2 70.7 Main Clg 3.1 36.6 31.5 1,685 76.8 63.8 68.2 59.2 56.8 65.3 Part 0 Aux Htg 0.0 0 0.0 0.0 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 0 Preheat 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Roof 961 0 0 Reheat 0.0 0 0.0 0.0 Wali 620 101 16 Humidif 0.0 0 0.0 0.0 Total 3.1 36.6 Opt Vent 0.0 0 0.0 0.0 Total -10.5 Project Name: Proposed Office Building TRACE®Load 700 v3.0 calculated at 10:18 AM on 12/21/1999 Dataset Name:D:WCADFILE\99067AProOffice.LDS PAGE 1 `Date: 03/28/00 MANNING BUILDING SUPPLY LOG #: 0239 TRUSS DIVISION UtY Of F ► anflC i3c,,Z0B #: JACKSONVILLE Building acid Zoning Salesman: DAVID PRICE Pitch: 5/12 Customer: PELKEY BLDRS, INC. Job Name: OFFICE BUILDING Address : Address : MAYPORT RD. "Designer: KEN -------------------------------------------------------------------------------- eft cetyl Span I O.H. I O.H. I Description -------------------------------------------------------------------------------- 2 63 ' 3 ' 3 ' T1-H1 3-PLY 2 63 ' 3 ' 3 ' T1-H2 2 63 ' 3 ' 3 ' T1-H3 2 63 ' 3 ' 3 ' T1-H4 2 63 ' 3 ' 3 ' T1-H5 x" 17 63 ' 3 ' 3 ' T1-H6,H7 ,H8,H9 ,H10 ,H11 , COMN 5 18 ' 10" 10 1 ' 1' T-1 PIGGY 2 18 ' 10" 10 1' 1 ' T1-H11 PIGGY 2 18 ' 10" 10 1 ' 1 ' T1-H10 PIGGY 2 18 ' 10" 10 1 ' 1 ' T1-H9 PIGGY R pV' 2 18 ' 10" 10 1 ' 1 ' T1-H8 PIGGY `'PPgl�?�NT4C BEAN 2 18 ' 10" 10 1 ' 1 ' T1-H7 PIGGY Mw�F�iN� oFFic� 4 15 ' 6" 4 ' 3" 11 0 ' 15 ' 6 HIP JACK 44 11' 3 0' 11 ' END JACK 8 9 ' 3 ' 0 ' 9 ' CJ " 8 7 ' 3 ' 0 ' 7 ' CJ 8 5 ' 3 ' 0 ' 5 ' CJ 8 3 ' 3 ' 0 ' 3 ' CJ 8 1 ' 3 ' 0 ' 1 ' CJ ** Hardware Roof ** 4 A HJC26 Hip Jack + 1 Jack ------------------------------------------------------------------------------ 31 - Trusses 4 - # of Hardware 0 - # of I-Joist 15 - Piggy' s 88 - Jacks 0 - # of Beams 0 - # of Rim Boar --------------------- 134 - Total Trusses -D $Fat 73. _� 1. DO NOT CUT OR ALTER TRUSSES. UNLESS APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED. UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER A. APPROVED BY APPROVAL DATE: DEL. DATE MANNING BLDG. SUPPLIES 11155 PHILLIPS PKWAY PH/260-8225 JAX. FLA. 32256 5/12 PITCH o = Y o 36" OH SO/CUT JOB: 0239 m e z CUSTOMER: PELKEY BLDRS. LOC: MAYPORT RD. DESIGNER: KEN PARKER i i I i I � (0239-OFFICE BUILDING - Tl-H1 3-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 N 3 Complete Trusses Required BOT CHORD 2x8 SP #2 N :B2, B3 2x8 SP #1: WEBS 2x4 SP #3 NAILING SCHEDULE: (0.131x3.0_g_nails) 100 MPH WIND, 15.00 FT MEAN HGT, SBC, TOP CHORD: 1 ROW @ 12" o.c. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, BOT CHORD: 1 ROW @ 12" o.c. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS : 1 ROW @ 4" o.c. REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. (1) 1/2"—bolts MAY BE USED FOR (2) 0.131x3.0_g_nalls ON CALCULATED HORIZONTAL DEFLECTION IS 0.19" EITHER THE TOP OR BOTTOM CHORDS. DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD. IN LIEU OF OR RIGID CEILING USE PURLINS: #1 HIP SUPPORTS 11- 0- 0 JACKS WITH NO WEBS. TO BRACE BC @ 72.00" OC CALCULATED VERTICAL DEFLECTION IS 0.91" DUE TO LIVE LOAD DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. AND 0.76" DUE TO DEAD LOAD AT X = 31- 6- 0. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. FAILURE TO FOLLOW PROVISIONS OF HIB-91 IN HANDLING AND INSTALLATION OF TRUSSES CAN RESULT IN SERIOUS INJURIES. DO NOT PERMIT INEXPERIENCED AND UNINSTRUCTED PEOPLE TO INSTALL TRUSSES. SEE "WARNING" NOTE BELOW. HIB-91 RECOMMENDS SEEING A REGISTERED PROFESSIONAL ENGINEER FOR THE DESIGN OF TEMPORARY W5X5 = BRACING. W8X8 W3X5� W6X12 = W8X8= W1.5X4 III W5X5=— W6X12 = W3X5 5 -10-1-2 W 55X4 III W1OX10 = 82 HS812 = 83 W3X5 W5X5 = W5X5= W5X8(A1) W5X8(AI) W3X5- Wl.5X4 III 1�2y1 W1OX10 = 13 2 21 �6-0-5 4-11-11 6-11-3-6-9-7---+-6-9-7--J---6-9-7—+-6-9-7--6-11-3 4-11-11 6-0-5-� 1_ 11-0-0 _1, 41-0-0 _I, 11-0-0 J 63-0-0 Over 2 Supports R=7056 U=3510 W=3.5" R=7056 U=3510 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:2 FL/-/5/-/E/-/- Scale =.09375" Ft. **WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND \ (((//// T C L L 20.0 P S F R E F R151--79543 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ` \,�•j�R P, /��' r- INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO l�� jlticq!y2,,, 'IC DL 7.0 PS! GATE 03/29/00 PERE ORMI NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G/G ��•� **IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Har 1 BC DL 10•D PSF DRW HCDSR151 00089025 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO •• O —_ p BUILD THE TRUSSES IN CONE OR MANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING TO B C L L O.D P S F HC-ENG A U E/W P F ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE SLGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE I CONNECTORS ARE MADE OF 206A ASTM A653 GR 40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO p�.�.� P'••iQ'`� T 0 T.L D. 3 7.0 P S F S E Q N - 46612 EACHDRAW I FACNO SE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS (�.�• �V` ING RESPONSiB160[TY SOLELYTHE FORSTHE EAL O7RUSSICOMPONENT DE S DRAWING I DSIGNTSHOWNES CEPTATHE OSUITABILITYOAND OSEIOFERry(S '��//S7fI .:D ENG\ OUR.FAC. 1.25 FROM KP Alpine Engineered Products,Inc. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER //�/(I(l�t�tttt�t�`` Haines City,FL 33844 ANSI/TPI 1-1995 SECTION 2, S P A C I N G 2 4.0" (0,239-OFFICE BUILDING - T1-H2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x6 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 14.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.17" DUE TO LIVE LOAD AND 0.14" DUE TO DEAD LOAD. IN LIEU OF OR RIGID CEILING USE PURLINS: TO BRACE BC @ 48.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. CALCULATED VERTICAL DEFLECTION IS 0.72" DUE TO LIVE LOAD WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION AND 0.58" DUE TO DEAD LOAD AT X = 31- 6- 0. CONTRACTOR. FAILURE TO FOLLOW PROVISIONS OF HIB-91 IN HANDLING AND INSTALLATION OF TRUSSES CAN RESULT IN SERIOUS INJURIES. DO NOT PERMIT INEXPERIENCED AND UNINSTRUCTED PEOPLE TO INSTALL TRUSSES. SEE "WARNING" NOTE BELOW. HIB-91 RECOMMENDS SEEING A REGISTERED PROFESSIONAL ENGINEER FOR THE DESIGN OF TEMPORARY BRACING. W8X8 W6X10 = W5X5= W5X5= W5X5= W5X5= W6X10 = W3X5 W3X5 5 5 > — 10-1-2 W1.5X4 III W3X5- W5X5= HS612 = W8X8= W3X5 W5X8(Al) W8X8= W5X8(Al) W5X5= W1.5X4 III 3 2� U 2 2 5 11 11 5-11-111-0-0 � �J�6-3-336-1-736-1-7�1E6-1-7�jE6-1-731E6-3-3�IE � _6 0 5� 17-0-5 11 11 6-3-3 6-1 7 6 1 7 6-1-7 6 1-7 7 6-3-3 r 5 11 - 7 0 5 13-0-� I 37-0-0 I 1113 0 0 I IE 63-0-0 Over 2 Supports R=2510 U=1480 W=3.5" R=2510 U=1480 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:2 FL/-/5/-/E/-/- Scale =.09375" Ft. *B RACING. REFER TOES HIB 9OUIR(HANDLING INSTALLEME CARE ING AND FABRICATION, NG)HANDLING,UBLISHED BYSHIPPING. TPI INSTALLING PLATE .%I%ATER P.p'�.,, TC LL 20.0 PSF REF R151- -79546 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ��`�4 / ' T C D L 7.Q PSF F DAT E 03/29/00 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYE PROPERLY ATTACHED / STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � BC DL 10.0 PSF DRW HCUSR151 D0069DD9 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _ filar 31 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND o ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN T = BC LL 0.0 P S F HC-ENG /W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 Gft4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO .P,+ �``„�� TOT.L D. 37.0 P S F S E Q N - 46618 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��'.�. (� • DRAWINGS 160 A-Z. THE SEAL ON THIS ORA WING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F R 0 M K P Alpine Engineered Products,IllC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines CiTy,1 L 33� COMPOANSI(TPITIFU1995NSEC TROR CU BUILDING IS THE RE SPONSIBILITV OF TME BUILDING DESIGNER, PER "�/EEE ELS NN�,V SPACING 2 4.0" (0.239-OFFICE BUILDING - T1-H3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x6 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 14.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 :W4, W6, W8, W10 2x4 SP #2 N: WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.16" (A) 1X4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME DUE TO LIVE LOAD AND 0.13" DUE TO DEAD LOAD. SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. IN LIEU OF OR RIGID CEILING USE PURLINS: DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. TO BRACE BC @ 48.00" OC CALCULATED VERTICAL DEFLECTION IS 0.59" DUE TO LIVE LOAD WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION AND 0.48" DUE TO DEAD LOAD AT X = 31- 6- 0. CONTRACTOR. FAILURE TO FOLLOW PROVISIONS OF HIB-91 IN HANDLING AND INSTALLATION OF TRUSSES CAN RESULT IN SERIOUS INJURIES. DO NOT PERMIT INEXPERIENCED AND UNINSTRUCTED PEOPLE TO INSTALL TRUSSES. SEE "WARNING" NOTE BELOW. HIB-91 RECOMMENDS SEEING A REGISTERED PROFESSIONAL ENGINEER FOR THE DESIGN OF TEMPORARY BRACING. W6X10 = W5X5 = W8X8= W5X5= W6X10 = W3X5W3X5 5 q) W (A 5 W8 W10 �10-1-2 W1.5X4 III W8X8= W5X5= W7X10 = W5X5- W8X8= W1.5X4 III W5X8(Al) = W5X8(Al) �� 6 11 11- I _ 8 3-0 j 8-3-0 I 8 3 0 I 8 0 �f 6-11 11 I_ 8-0-5 J 8-015 3;-16 11 11 8 3 0 F 8_3_0 ATF 8_3_5 3 0 �lE 101�14-117P9110 IF tel I, 15-0-0 I 33-0-0 I 15-0-0 I f` 63-0-0 Over 2 Supports R=2510 U=1480 W=3.5" R=2510 U=1480 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:2 FL/-/5/-/E/-/- Scale =.09375" Ft. —WARNING— TRUSSES RED UIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 1// B NSTITUTE,RE583 DFER OON08R I0 DR HAN SUITE 200NG T INSTALLING IS ONNOWBR AC 53G19),PUB FOR PUBLISHED ETY PRACTICES UPRIOR ATO +TE %�P�.�,[�R P /w/-/Zig T C L L 2 O.Q P S F R E F R 1 5 1--79548 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED •�/1j'�i TC DL 7.0 P S F DATE 03/29/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG ED CEILING. _1MPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED MM BC DL 10.0 PSF DRW HCUSR151 00089010 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO `•ar1 -_ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FADRICATI NG. HANDLING, SHIPPING, INSTALLING AND .r B C L L Q.Q P S F H C-ENG A B E/W P F ALPINE BRACING OF TRUSSES. THIS OF SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN .�� SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 3 7.0. P S F S E A N - 46622 CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��(•1� • Ft ,p;•� �`` DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ,��j/� c DUR.FAC. 1.25 FROM KP a�lPllle Ener eered City,FIXCOdllCI9,Inc RESPO COMPONENT FORM ANY SOLELY PARTICULAR BUILDING USS COMPONENT THE TDESIGN REESPONSIBILIITY OF THE BUILDINGN. THE SUITABILITY DESIGNER, PER AND PER THIS // `RED, �� Hames City,FL 33844 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0° (0.239-OFFICE BUILDING - T1-H4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x6 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 14.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 :W5, W7, W9, W11 2x4 SP #2 N: WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD. IN LIEU OF OR RIGID CEILING USE PURLINS: TO BRACE BC @ 48.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. FAILURE TO FOLLOW PROVISIONS OF HIB-91 IN HANDLING AND INSTALLATION OF TRUSSES CAN RESULT IN SERIOUS INJURIES. DO NOT PERMIT INEXPERIENCED AND UNINSTRUCTED PEOPLE TO INSTALL TRUSSES. SEE "WARNING" NOTE BELOW. HIB-91 RECOMMENDS SEEING A REGISTERED PROFESSIONAL ENGINEER FOR THE DESIGN OF TEMPORARY BRACING. W3X5% W6X8= W5X5= W5X5 = W6X8 W8X8� W8X8 W3X5 W8X8 5 5 W9 W11 : +10-1-2 W3X5- W8X8= W5X5= W7X10 = W5X5= W8X8= W3X5 W5X8(Al) = W5X8(A1) -J 5-3-13 5-3-13 L 6-L 12,1,5-5-8_1_ I 7-3-14 7 2 2 7 2 2 7 3 14 1 _1,5-5-8_1_ 2 12_I E - E �E 3E 3 E 3 E �I 9-0-5 T 7-11-11 T 7-3-14 T 7-2-2 r 7-2-2 7-3-14 7-11-11 T 9-075 17-0-0 _�_ 29-0-0 _I_ 17-0-0 _1 fE 63-0-0 Over 2 Supports J R=2510 U=1480 W=3.5" R=2510 U=1480 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:2 FL/-/5/-/E/-/- Scale =.09375" Ft. xBRA CNGNG xREFE RR TO HIBES 91 90UIR(HANDLRI NG INSTAL LCARE N N6AND BRACING)FABRICATION. H AN POBN PUBLISHED BY TPI INSTALLING PLATE D o�`1jSRP.,p'4,, TC LL 20.0 PSF REF R151--79550 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO `��la FIC��"{/A TC DL 7.0 PSF DATE 03/29/00 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� C !� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� •- -IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED BC DL 10.0 PSF DRW HCD$R151 DDD89D11 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO tldr 31 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND o B C L L 0.0 P S F HC-ENG A B E/W P F ALPINE BRACING OF THUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN T SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �• T 0 T.L D. 37.0 P S F S E Q N - 46626 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .cC (� P•r(,�-`��` DWING S ORESPONSIBILITY SOLELY THE SEAL THE OON THISSS DRAWING I N 0 DESIGN SHOWN.CEPTANCE OF PROFESSIONALITY AND OAEIOFETHNS '' �sj4RE��G\1``` DUR.FAC. 1.25 FROM KP Alpine Engineered Products,InC. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER IIf�111111',11 1TamesCtty,FL 33844 ANSI/TPI 11995 SECTION 2. SPACING 24.0° (0.239-OFFICE BUILDING - TI-H5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x6 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 14.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 :W5, W7, W9 2x4 SP #2 N: WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.15" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD. (A) 1X4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. IN LIEU OF OR RIGID CEILING USE PURLINS: TO BRACE BC @ 48.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. FAILURE TO FOLLOW PROVISIONS OF HIB-91 IN HANDLING AND INSTALLATION OF TRUSSES CAN RESULT IN SERIOUS INJURIES. DO NOT PERMIT INEXPERIENCED AND UNINSTRUCTED PEOPLE TO INSTALL TRUSSES. SEE "WARNING" NOTE BELOW. HIB-91 RECOMMENDS SEEING A REGISTERED PROFESSIONAL ENGINEER FOR THE DESIGN OF TEMPORARY BRACING. W8X8: W3X5 W1.5X4 III W8X8= W8X8 W8X8 W3X5 W8X8 5 \\ (A 5 W7 W9 10-1-2 W3X5= W8X8= W7X10 = W5X5- W8X8= W3X5 W5X8(Al) W5X8(A1) Q� 7-0-7 5-11-13 5-11-13 8-4-9 1 8-2-13 1 8-4-9 1 5-11-13 IA Al 61 -6-14 10-0-5 8-11-11 8-4-9 8-2-13 8-4-9 8-11-11 0 9-1-6 L 19-0-0 _I 25-0-0 I 1� -0 I 63-0-0 Over 2 Supports R=2510 U=1490 W=3.5" R=2510 U=1490 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:2 FL/-/5/-/E/-/- Scale =.09375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE .0 I S R P.,�'4,, T C L L 20.0 P S F R E F R151--79552 INST[TOTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO `\��.�},,��Li•• �jY f PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .`NC` h C,Q� i� TC DL 7.0 PSF DATE 03/29/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V _IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCH$R151 00089012 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO rar .I1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND o ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN = T _ BC LL 0.0 P S F HC-ENG A B E/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE • TOT.L D. 37.0 P S F S E Q N - 46629 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 'p�-�. P•. `` EACH FACE QF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER if (*1 R +�( DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /fi �' �� G'l_�� OUR.FAC. 1.25 FROM KP RESPONSIAlpine Engineered Products,InC. COMP O N EN 9I FORYANYYI PARTICULAR ELY FRE BUIILDINGTRUSSO IISO THETREESPONSIBILDESIGN II SHOWN. OF THE BUILDING I DESIGNER,TY AND POR THIS �.; FRED� t \, Haines City,FL 33844 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" I I 1 4 111 1 1 1 1 (4239-OFFICE BUILDING - T1-H6,H7,H8,H9,H10,H11,COMN) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x6 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 14.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N :W1, W2, W12, W13 2x4 SP #3: WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.14" DUE TO LIVE LOAD AND 0.12" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF OR RIGID CEILING USE PURLINS: DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. TO BRACE BC @ 48,00" OC WARNING: FURNISH A COPY OF THIS DWG TO THE INSTALLATION CONTRACTOR. FAILURE TO FOLLOW PROVISIONS OF HIB-91 IN HANDLING AND INSTALLATION OF TRUSSES CAN RESULT IN SERIOUS INJURIES. DO NOT PERMIT INEXPERIENCED AND UNINSTRUCTED PEOPLE TO INSTALL TRUSSES. SEE "WARNING" NOTE BELOW. HIB-91 RECOMMENDS SEEING A REGISTERED PROFESSIONAL ENGINEER FOR THE DESIGN OF TEMPORARY BRACING. W8X8= W1.5X4 III W8X8= W8X8 W8X8 W3X5 W3X5 W8X8 5 A) A)(A (A (A _ 5 2 W2 10-1-2 W3X5= W5X9 = W7X10 = W5X5= W5X5- W3X5 W5X8(A1) = W5X5 = W5X9= W5X8(Al) 13-2-21 331 2 212 1-8-7 _1_6-7-13_1_6 7 13 7 0 9 6 10 13 7 0-9 6-7-13 6- �� 1-6-14 11 0-5 9 11 11 7 0 9 6-10-13 7 0 9 9-11-11 I_ 9-1-6 21-0-0 I 21-0-0 I 2 I fE 63-0-0 Over 2 Supports J R=2510 U=1490 W=3.5" R=2510 U=1490 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:17 FL/-/5/-/E/-/- Scale =.09375" Ft. "WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ,% it' BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TBI (TRUSS PLATE ,%�`-(E R P,�'�. TC LL 20.0 P S F R E F R151-79554 INSTITUTE, HES D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFE TV PRACTICES PRIOR TO ,\\\ Q� .t��i•��A TC DL 7.0 P S F DATE 03/29/00 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR OPERLV ATTACHED \\�" C• ✓ i ST RUC TOR PANELS, BOTTOM OR SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �'�• _IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •CJ BC DL 10.0 PSF DRW HCUSR151 00089013 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ` Cdr61 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND _ No ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN T BC LL 0.0 P S F HC-ENG A B E/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE r ,P••• •�� TOT.L D. 37.0 P S F S E Q N - 46632 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 CAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO „ R. �,••• `„ EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i �j ••la••• Alpine Engineered Products,Inc. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��Jj ya, C, je``\\\ D U R.FAC. 1.25 F ROM KP RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �� G Haines Cny,FL 33844 ANS17TPIT1F00%ANSECTIOICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER nrnu'�1' SPACING 2 4.0 I (0239-OFFICE BUILDING - T-1 PIGGY) 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. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. REFER TO DRAWING 634,016 FOR PIGGYBACK DETAILS. W4X4= W3X5 W3X5 5 r— � 5 0-3-13 0-3-13 10-0-0 W1.5X4 III W3X8= Wl.5X4 III W2X5(Al) = W2X5(Al) 1-0-I1 1 0 11 �� tY —5-0-14— 4-4-7 4-4-7—4-4-7—�5. 5-0-14� L. 9-5-5 _I_ 9-5-5 I 18-10-10 Over 2 Supports PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:5 FL/-/5/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND \�\\\ /� T C L L 2 0.0 P S F R E F R151--79555 BRACING. REFER TO HIO 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �\ E R P, ��"j� INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO � TC DL 7,0 PSF DATE 03/29/00 PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED yr r STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. < ��G ��•• **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED y2 BC DL 10.0 PSF DRW HCUSRI51 00089014 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN; ANY FAILURE TO filar .yl BUILD THE TRUSSES IN CO NF OR MANCE NI TM TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND V ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN T B C L L O.0 P S F H C-ENG A B E/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND 7PI. ALPINE �'��• P �� TOT.L D. 3 7.0 P S F S E Q N - 46635 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TC EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING c��T�••R•••G� `�` D U R.FAC. 1.25 F ROM BM Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY fOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF [HIS \\\\�� Hautes City,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RE SPONS IB iL ITV OF THE BUILDING DESIGNER, PEH l'JIIL 1100 ANS17TPI 1 1995 Y PARTN 2. SPACING 24.0" (0239-OFFICE BUILDING - T1-Hll PIGGY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #3: 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. REFER TO DRAWING 634,016 FOR PIGGYBACK DETAILS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X5= W5X5 W1.5X4 T2 W 1.5 X 4 5 —I 5 0-3-13 0-3-13 A10-0-0 W3X5= W3X5 W2X5(A1) = W2X5(A1) = 1-0-11 1-0-11 t� ty I, 4-3-14 _1_ 3-7-7 SLE 3-0-0 SIE 3 7-7 _1_ 4-3-14 �I I' 7-11-5 r 3-0-0T1_3_7T 6-7-14 7-11-5 ,1 3-0-0 1 7-11-5 I fE 18-10-10 Over 2 Supports PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:2 FL/-/5/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND C BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE .� ��ER P.F'//,, T C L L 20.0 0 P S F R E F R151 --79558 INSTITUTE, 583 DFUOOFRIO NCTION DR., SUITE 200, MADISON, WI 537191 , FOR SAFETY PRACTICES PRIOR TD �� Cq�/A/,' T C D L 7.0 P S F DATE 0 3/2 9/0 0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED : i/ STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. `` �� rte•• **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CDNTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCD$R151 0008901.8 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO r ar ,11 BUILD THE TRUSSES IN CONFORMANCE WITH TP[; OR FABft ICATING, HANDLING, SHIPPING, INSTALLING AND Yo ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN : `7 - B C LL O.D P SF H C-ENG A B E/W PF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • ' TOT.L D. 3 7.0 P S F S E A N - 4 6 6 3 8 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO F'P�•. R P �` EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I ('1 •. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE Eft17G // s�'c•� Cj� �� D U R.FAC. 1.25 FROM BM Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF 'S D","`�� Haines City,FL 33844 ACOMPONE NSI/TPI T1f1099ANSECTRTICULAR BUILDING IS TME RESPONSIBILITY OF THE BOIL DING DESIGNER, PER //Z SPACING 24.0" I I I i I i I I A 4 A j (4239-OFFICE BUILDING - T1-H10 PIGGY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #3: 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. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X7 = W1.5X4 III W5X7 5r— T2 � 5 0-3-13 0 0-3-131,-10-0-0 W1.5X4 III W3X8= W1.5X4 III W2X4(A1) = W2X4(A1) 1-0-11 1-0-11 �5-11-53";. 3-6-0 �E 3-6-0 i--i eii 5-11-5i�ii 5-11-5 _I, 7-0-0 _1_ 5-11-5 J �E 18-10-10 Over 2 Supports J R=738 U=380 W=3.5" R=738 U=380 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:2 FL/-/S/-/E/-/- Scale =.25" Ft. *BRACR RACING *R REFER RR TO HI BUSSES R REQUIREEXTREME NGF INSTALCARE LING AND BR ACN NG)HANDLING,PUBISHE DH BY TPI INSTALLING US SI PG ATED ��`01SR P,/�///jam TC LL 20.0 PSF REF R151- -79559 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO �``�P•!.t��IC•,��/�/ TC DL 7.0 PSF DATE 03/29/00 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERLO BC DL 10.0 PSF DRW IICUSR151 00089015 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �4dP 1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING Ak9 — A L P I N E BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN T B C L L 0.0 P S F HC-ENG A B E/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO �y,•• �. T 0 T.L D. 3 7.0 P S F S E Q N - 46641 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �� • RDRAWING S P .. REAPING IB I60I T Y SOLELY THESEAL SEALTHE ONTHIS THISSS DRAWING O E�IGNICATES SHUWNCE P TAKE OS UI T ABOUT Y ONAL AND UNEIOFFTh NS ''' /,`f7�l p!ENG�� ` DUR.FAC. 1.25 FROM BM Alpine Engineered Products,IllC. COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BOF LEING DESIGNER, PER I//(/tinttt ttAt Haines City,FL 33844 ANSI�rPI 1 1995 SECTION 2. SPACING 24.0" (4239-OFFICE BUILDING - T1-H9 PIGGY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 :T2 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. REFER TO DRAWING 634,016 FOR PIGGYBACK DETAILS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W5X7=_ W1.5X4 III W3X5= W5X7 5 T2 r � 5 0-3-13 0 3 13 �10-0-0 W1.5X4 III W3X8= W3X5= W1.5X4 III W2X5(Al) = W2X5(Al) 1-0-11 1-0-11 �--3-11-5— —3-8-9 —3-6-133-8-93-11-5--� L— 3-11-5 I 11-0-0 I 3-11-5 I FE 18-10-10 Over 2 Supports PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:2 FL/-/5/-/E/-/- Scale =.25" Ft. '*WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING,EE INSTALLING AND BNSTITUTE,RE583 DOONOBRIO D(HANDDLING INSTAMADNSONNDWBRAC53719)'PUBORSSAFETY PRACTICESUPRIORATO R P.�j�'/'� T C LL 20.0 P S F R E F R151 -79562 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICILLIG ATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `'�� .� Cq••"/fj TC DL 7.0 P S F DATE 03/29/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V� ��•• **IMPORTANT_ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR151 00089016 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO rdf 31 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FA8 ICATING, HANDLING, SHIPPING, INSTALLING AND o ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN r = BC LL 0.0 P S F HC-ENG A B E/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAP Eft ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, E%CEP T AS NOTED. APPLY CONNECTORS TJ •P•• R TOT.L D. 3 7.0 PSF S E Q N - 46644 EACH FACDRAWING SE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��'�(+j• ;• R •p'•��w RESPONSIBILIITY SOLELYTFORHE STHE TRUSSEAL ON COMPONENTDESSIGNS DRAWING TES SHOWNCEPTANCE OF THE SUITABILITYNAL AND USE '/% FiTCpI G\\`� D U R FAC. 1.2 5 FROM B M Alpine NG Engineered Produce,Inc. t'rrrrnnnn%%� Ha City,Fl, 33844 AN51/TPNI1FOR 995ANY SECTPARTICULAR TO NC LAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4 0" I (4239-OFFICE BUILDING - T1-118 PIGGY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 :T2 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. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L1240.00 LIVE AND L/180.00 TOTAL LOAD. W5X7= W3X5= Wl.5X4 III W3X5 = W5X7 5 r— EP —� 5 0-3-13 liE7 U 0-3-13 -�10-0-0 W4X4= W3X8= W4X4= W1.5X4 III W2X5(Al) = W2X5(A1) 1-0-11 1-0-11 W1.5X4 III Y� 1 11 5 3-9-14—��3-8-2—��3-8-2 }E 3-9-14 1 11 5 1.1 11 5I 15-0-0 1 1 11 5 I fE 18-10-10 Over 2 Supports R=738 U=380 W=3.5" R=738 U=380 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:2 FL/-/5/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND /�� T C L L 20.0 P S F R E F R151-79565 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE a� ��R P. w-�� PERFOft MING THINSTITUTE E SEDFUNDTION SIO DR U NLE SSTOT HERWISE DIND ICATED, TOPICHORDF OS HALLFHAYE PRACTIPR OPE CIS ATTACHEPR D `�,``�`•�l Fl••• "✓'��i mss, t�. Cq 2 TC DL 7.0 PSF DATE 03/29/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. GF' ��• **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR151 00089017 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO rar 61 = BUILD THE TRUSSES iN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANS ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN , = BC LL 0.0 P S F HC-ENG A B E/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • • TOT.L D. 3 7.0 P S F S E A N - 46647 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �'�F•••F P: ��C' EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING �'%s�J�`ptFRED ENG\ ��` O U R.FAC. 1.25 F ROM BM Alpine Engineered Products,Inc. ROMPONENB ILITFOR YA SOOLP AREL Y TIDULARR TH EB UILDIUSSNGOMSONH ETR DESIGN SIB IOWTY OF THE BU ILON. THE B NGID ES ER TY AND USE POR THIS ��Jh7JJ Jill11{YY�A`` Haines City,FL 33844 ANSLONE 1-1995 SECTION 2. SPACING 24.0" (0239-OFFICE BUILDING - Tl-H7 PIGGY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #3 :T2 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. REFER TO DRAWING 634,016 FOR PIGGYBACK DETAILS. 5 f— W6X6 = W3X6 IIIW3X6 III W3X6 III W3X6 III W3X6 III W6X6 T 2 —I 5 W2X4(A1) = W2X4(A1) _ 0-3-13 0-3-13 A,10-0-0 WN L1 0 111 I I I � 3-10-8 5-6-13 5-6-13 11-0-11 1� 0-11-51 10-115 0-11-5 2-11-3��2-9-7 2 9 7��-2-9-7— -2-9-7—��2 11 3 0 11-5 I. _1_ 17-0-0 I I fE 18-10-10 Over 5 Supports PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:2 FL/-/5/-/E/-/- Scale =.375" Ft. *BRACNGNG*REFER TOSES HIBR-91 IR(HANDLING INSTALLCARE IING AND BR CFABRICATION,NG)HANDLING,UBISHED BYSHIPPING. TPI 1N(TRUSSI PLATE AND ��E R P,11111.18 F'!! TC LL 20.0 PSF REF R151- -79567 INSTITUTE, 563 D'ONOFRI0 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO `%'� • � T C D L 7.O P S F DATE 03/29/00 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHFO I ��S �I�I�.',q �y�� STRUCTURAL PANELS, BOTTOM CHORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i �� •: "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREQ BC DL 10.0 PSF DRW HCH$R151 00089026 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE To oar 1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATION DESIGN T 1 BC LL 0.0 P S F HC-ENG A B E/W P F SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ~"�•.• ,� T 0 T.L D. 37.0 P S F S E Q N - 46650 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 'i FC R P:• �� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��/ ,(1, D ('�� D U R.FAC. 1.25 FR0M BM Alpine Engineered Products,Inc. COMPONENBRISPIFOR LIT YANOL PARTICULAR EB UIUDINGOM SOTHETR DE SPONNIB jOWNY OF THE BUILDS N6IDE SIGNA NoER SE POR TnIS !/l�l�V�/+E"FEW1A Haines City,FL 33844 ANS17TPI 1-1995 SECTION z. SPACING 24.0" I I A I # I i I # I 1 f 1 1 A # I I (Q.239-OFFICE BUILDING - 15'6 HIP JACK) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #1 Dense :T2 2x6 SP #2 N: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x6 SP #1 Dense ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP #3 WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. (J) CONNECTION REQUIRED FOR THIS BEARING CONDITION. IN LIEU OF OR RIGID CEILING USE PURLINS: TO BRACE BC @ 72.00" OC HIPJACK SUPPORTS 10-11- 8 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 14-8-9 W3X5 R=38 U=200 T2 W8X8 3.55 1- 5-1-3 10-1-2 W3X5= W8X8 0-0-1 W2X5(Al) �E 4-5-4 ��E 15-4-8 _I 6-1-6 _�, 4-8-5 _I_ 4-8-5 8-5-9 T 6-7-5 0-5 2 fE 15-6-0 Over 3 Supports J R=1216 U=720 W=4.95" R=1306 U=470 (J) PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:4 FL/-/5/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANDRAC ING p B NSTITUTE,REFER 583 DOONOBRIO ORHANDUITE 200LING ?AM ADN SONNDWBR AC53719),PUBORSSADFE TY PR ACTICES UPR IDR SS PLATE TO \�\`A�.��n P.��11Q� T C L L 2O.O PSF REF 8 1 5 1--7 9 5 6 8 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACNEB ��wa••ietilCq•'y,L�� TC DL 7.0 PSF DATE 03/29/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� •• **IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG'NEE RED � BC DL 10.0 PSF DRW HCUSR151 00089019 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAI DIRE TO � dP :1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L D.O P S F HC-ENG A B E/W P F 7ALPINE BRACING OF TRUSSES. HIS 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 Ga 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTOR, TO ��•� TOT.L D. 37.0 P S F S E Q N - 46653 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TH[S DESIGN, POSITION CONNECTORS PERP•�.4J` DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEFRING �/ �s•CC�pp•��• \\ D U R.FAC. 1.25 FROM KP Alpine Engineered Products,hic. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1�111jr`"Cp G\\\\\ IIHll1CS City,FI, 33$44COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER /)M 111{I ANSI/TPI 1-1995 SECTION 2. SPACING 24.0 (4239-OFFICE BUILDING - 11' END JACK) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. TOP CHORD 2x6 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x6 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF OR RIGID CEILING USE PURLINS: TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 14-8-6 R=255 5 [- 5-1-3 10-1-2 R=111 U=280 W2X4(Al) 13-2-2 �E 11-0-12 _I FE 11-0-0 Over 3 Supports J IR=628 U=460 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:44 FL/-/5/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ��,� SER P �'�/ TC LL 20.0 PSF REF R151--79571 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR -f0 �� ,�• iii.• �,�, /,� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR0PERLY ATTACHFJ �� •ti. F (,. ••/Jj T C D L 7.0 P S F DATE 03/29/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V� rte•: **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINFERED BC DL l0.Q PSF DRW HCUSR151 DDDB9D2/ PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL UR: TO ; Car1 7A L P I N E BUILD THE TRUSSES IN CON E ORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAII ING ANP BRACING OF TRUSSES. THIS DESIGN CONfORMS WITH APPLICABLE PROVISION S OF NDS (NATIONAL DESIGN T r B C L L 0.0 PSF HC-ENG A B E/W P F 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 'p'••••� P••`' T 0 T.L D. 37.0 P S F S E A N 46581 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OF SI GN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEURINC cj 1Q�' (j�`�� OUR.FAC. 1.25 FR0M KP Alpine Engineered Products,InC. COMP ONE NB ILITFOR Y ANOYEE LyPARTICOUL AR EBU[LDINGUSS OMSOTHETRDSPONS ISI dMTV OF THE BUILDS NGE SU IDESIGNER SE PORE THIS I /., RED ttEN\\\\�� 1latnesCity,FL 33844 ANSI/TPI 1-1995 secrTon 2. SPACING 24.0° f (0.239-OFFICE BUILDING - 9' CJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 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. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF OR RIGID CEILING USE PURLINS: TO BRACE BC C 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 13-10-6 R=204 5 F- 4-3-3 10-1-2 R=80 U=210 W2X4 Al)( 13-2-2 _1_ 9-0-12 _I 9-0-0 Over 3 Supports R=561 U=430 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD' 18.2f3 QTY:8 FL/-/5/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACITUTE,REFER DOONONR91 DRHANDUITE 200TAMADNSONNDWBRAC53119),PUBLISHED BY PRACTICESUPRIORATE I \\\\P�, R P• T C LL 20.0 P S F R E F R151- -79573 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACiIEo `��\�••"(1,��(, ••ViL�� TC DL 7.0 PSF DATE 03/29/00 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING S �' r•. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED VteBC DL 10.0 PSF DRW HCUSR151 00089020 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TD Md•r37 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAL AND B C L L 0.0 P S F HC-ENG A B E/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN T SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER A550C IATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. AP PLV CONNECTORS TO ��9F••.,� p,;�Q•�y T 0 T.L D. 37.0 P S F S E Q N - 46585 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DR AWIN6S 160 A-Z. THE SEAL ON THIS DRAWING iNDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��/�G/S�'cc•p•�R•� D U R.FAC. 1 2 5 FROM K P Alpine Engineered Products,Inc. RESPONSIBILITY FOR ANY SOLELY PARTICULAR E BUILDINGUSS COMPONENT ISO THE TDESIGN SHOWN. THE REESPONSIBILLITY OF THE BUILDINGTY AND DESIGNER, PORE THIS �) L �X, \\ Haines City,FL 33844 SPACING 24.0 ANS I/TPi 1-1995 SECTION 2. (4239-OFFICE BUILDING - 7' CJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #3 ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF OR RIGID CEILING USE PURLINS: TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 13-0-6 R=139 5 1- 3-5-3 10-1-2 R=60 U=180 W2X4(A1) �3-2-2 ��E 7-0-12 —� LE -7-0-0 Over 3 Supports R=498 U=400 W=3.5" PLT TYP. Wave TPI-95 Design Criteria : TPI STD 18.2f3 QTY:8 FL/-/5/-/E/-/- Scale =.375" Ft. **WARN NGNG*RE FE RR TO HIBUSSES R REQUIRE LING INSEME TALLIING AND BRACNING)HANDLING,PUISHED BY TPI INSTALLING PLATED o11��\..�E R P.op'w�.',, TCS LL 20.0 PSF REF R151--79574 INSTITUTE, 583 D'ONOFR[0 DR., SUITE 200, MADISON, WI 53719}, FOR SAFETY PRACTICES PRIOR TO �1\ - fCq�A^/,,' TC DL 7.0 PSF DATE 03/29/00 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACI!ED F`` r �Y-lY� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF TNIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR151 00089021 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO rar1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 7ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS' (NATIONAL DESIGN � r � 1 BC LL 0.0 P S F HC-ENG A B E/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS AND TPI. ALPINElo CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EICEPT AS NOTED. APPLY CONNECTORS `0 �_�� TOT.L D. 37.0 P S F S E Q N - 46589 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, PGSITiON CONNECTORS PER (Nj .F Fi P•� ;y� DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �i, sf�, (jar\\�� DUR.FAC. 1.25 FROM KP Alpine Engineered Products,Inc. COM POWENTIFORLITYANOLEL PARTICUFORLARETHUS8 LD INGOMSOTHETRDESPONSIBIESIGN OWNY Of THE BUTHE ILDBNGIDESIGNERTY AND SEPOµ Tnls �gEftEDIII,,%% � Haines Cit ,FL 33844 I SPACING 24.0" y ANSI(TPN 1-1995 SECTION 2. 1 i I I I j A I a j I i A a I I (Q239-OFFICE BUILDING - 5' CJ) [HIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #3 ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF OR RIGID CEILING USE PURLINS: TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 12-2-6 5 R=64 2-7-3 10-1-2 R=39 U=180 W2X4(Al) -3-2-2 IE 5-0-12 _I �_5-0-0 Over 3 Supports–� R=445 U=390 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:8 FL/-/5/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND � T C L L 20.0 P S F R E F R151- -79576 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ��tN,' -��R P.,� /j/ INSTITUTE, 503 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR. TO �� ``� i •. ��//� TC DL 7.0 P S F DATE 03/29/00 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `.�•�t7. Cq�•2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 10.0 P S F D R W HCUSR151 DDD89D22 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO M.dt' 1 - p G AND BRACBUILDINGHOFTHUS ES TRUSSES.S CON THOI SM DESIG NWITH CO N FORMSOW ITHAAPPLICAOLE PROVHANDLE ISNON SSOFP NOSGNSTAL(NATIONAL I DESIGN T B C L L 0.0 P S F HC-ENG A B E/W P F ALPINE SPECIFICATION BELL BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 37.0 P S F S E A N - 46592 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THiS DESIGN, POSITION CONNECTORS PER i FC •� R P••�Lv��'` DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINELNING ////�sT'*•••��G\ �`` p g R.FAC. 1.25 F ROM K P Alpine Engineered Products,Inc. ROM PO NENB I FOR LITYANOLPARTI OR TH CUL AREBUI LDIUSSNGOM SOT HEIR ED SPONS IB IESIGN OWTY OF THE B UILDBNGN, THE SU IDESIGNE R, Eft THIS �``' RED„ „NN�� HamesCity,Fl, 33844 ANSI/TPI 11995 SECTION 2. SPACING 24.0" (4239-OFFICE BUILDING - 3' CJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, BOT CHORD 2x4 SP #3 ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF OR RIGID CEILING USE PURLINS: TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 5 11-4-6 R=56 1-9-3 10-1-2 R=25 U=180 W2X4(A1) �3-2-2 �JE 3-0-12� 3-0-0 Over 3 Supports ` R=423 U=400 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:8 FL/-/5/-/E/-/- Scale **WARNING— BRACR RACING *NEFEftR TOS HIB 9ES 0UIR(HANDLI N6 IN STA LCARE IL IN6A AND BRAC ING)HANDLING,PU B (SHED BYP TPI INSTALLING PLATE �,\\``j SR P '�i,� TC LL 20.0 PSF REF R151--79578 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR TO \\ P� .: •• ��/�'�, T C D L 7. P S F DATE 03/29/00 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .t; �.',q�•/!j �� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR151 00089023 PRODUCTS, INC. SHALL. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO rldr 31 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND o _ B C L L 0.0 P S F HC-ENG A B E/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN T 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 j'Q�\C• �. R• P.•� `�` TOT.L D. 3 7.0 PSF S E Q N - 46595 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINL• ��j's�*�•• �j`` \\\ O U R.F A C. 1.25 FR0M K P RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF T'UIS X11 �RE6— \\\ Alpine Engineered Products,Inc, CUMPO NENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ��7 FillL�tt HamesCtty,FL 33844 ANSI/TPI 11995 SECTION 2. SPACING 24.0" (0.239-OFFICE BUILDING - 1' CJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x6 SP #2 N NEGATIVE REACTIONS (R=-422# MAX, SEE BELOW) REQUIRE NON WIND UPLIFT BOT CHORD 2x4 SP #3 CONNECTIONS CONTINUOUS TO FOUNDATION OR OFFSETTING DEAD LOAD. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. IN LIEU OF OR RIGID CEILING USE PURLINS: TO BRACE BC @ 72.00" OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 5 F— -T- R=866/-422 0-11-3 10-6-6 10-1-2 R=59 U=180 W2X4(A1) -3-2-2 �.l 0121 1-0-0 Over 3 Supports 7--7 R=696 U=590 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 OTY:8 FL/-/5/-/E/-/- Scale =.375" Ft. —WARNINGB RANG. TREFER TO HIB 9QUIRE 1U IR(HANDLINGF INSTALLINE 5 G AND BRAOCING)HANPUBLISHED BY T I INSTALLING PLAT ED �N�a�r[,R A �}��.j TC LL 20.0 PSF REF R151--79580 TO PERF00.MING 7HESENSTITUTE, 5B3 DFONCTION SDR UNL ESSTOTNEORWI SEDINDWC AWE D, 70PI CHORDFSNALLFHAVEPNACTI E'PR OPERLY ATTACHED �� ` •11�I••Fi•V �� 1�••t� cq• 2 TC DL 7.0 PSF DATE 03/Z9/00 STR UGTORAL PANELS, BOTTOM CHORD SHALL HAVE A PR OPERLV ATTACHED RIGID CEILING. •V� —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR151 00089024 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO _ kl BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO l: B C L L 0.0 P S F HC-ENG A B E/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN / T SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE i t TOT.L D. 37.0 P S F S E O N - 4 6 5 9 8 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 7O Z`��••.F P.��'�_ EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��/Clp Ft OUR D U R.FAC. 1.25 FR0M KP Alpine Engineered Products,Inc. RESPONSIBILITY SOL FLY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS '�pJ��E F`-G N��` Haines City,FI 33 ANSIONE TI FOR ANY SECTRTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER '��LIEI It�II'�A` SPACING 2 4.0" TM FOR TECHNICAL INFORMATION: 1 800 SE SPECS Sodeastem Metals Manufacturing Company Inc. 1-800-737-7327 _4' - SKEWED HIP TRUSS HANGER (BOX TYPE) Design Features: • Engineered for easy installations with convenient straight nail in design provides time saving proper installation. • Standard 45 degrees Materials: 16-14 gauge galvanized steel • H . -„ . . . _ - FASTENER: DIMENSIONS ,. y. ALLOWABLE L0ADSi.,;.. SCHEDULE , GAUGE PRODUCT FLOOR, ROOF ,, SIZE DESIGN DESIGN EARTHQUAKE PER fi CODE . CTN W H' BS HEADER JOIST" 'LOAD LOAD UPU 'UPUFT wBS TSTRAPBOX 100% 125% 133% 160% 10d I 16d 10d 16d 10d I 16d 10d 16d HHP 2X18 HHP218 14 16 1 9116 18 3 18 4 2230 2400 2400 2400 550 600 660 675 20 9 4 1115 1325 1395 16551 550 1 600 660 675 20 3 X18 HHP318• 14 16 29116 18 3 18 4 2230 2400 2400 2400 650 780 780 935 20 9 4 1115 1325 1395 1655 650 780•. 780 935 20 4X18 HHP418 14 16 39/16 18 3 18 4 2230 2400 2400 2400 650 780 780 935 20 ` 9 4 1115 1325 1395 1655 650 780 780 935 20 FOOTNOTE: All loads shown above are at normal duration except as otherwise shown. `- .;,�, INSTALLATION: Use all specified fasteners in schedule to achieve values indicated. Minimum header thickness is 3'. `I SEE GENERAL NOTES: 1,2,3,4,5,6,10,12 CODE COMPLIANCE: S.B.C.C.I.#9166,#9320,METRO DADE COUNTY REPORT#92-0630.5,Submitted 1/93 for a National Evaluation Report(NER#Pending). Left Skew Shown To order Right skew,add "R", i to order Left skew,add "L". UNIVERSAL HIP JACK HANGER Design Features: • A face mount, hip and jack truss hanger that fits left-hand or right-hand applications. Materials: 12 gauge galvanized steel DIMENSIONS FASTENER SCHEDULE ALLOWABLE LOADS FLOOR SNOW ROOF WIND/ SIZE PRODUCT GAUGE CARRIED EARTHQUAKE PER CODE WH CARRYING MEMBER DESIGN DESIGN DESIGN cTN MEMBER LOAD LOAD LOAD UPUFT UPLIFT HIP I JACK 1 100% 115% 125% 133% 160% 2X6 RIGHT/LEFT HJC26 12 6 53/16 (16)16d (5)tOd M IOd 2190 2520 2740 1570 1840 4 2X8 RIGHT/LEFT HJC28 12 6 63/4 (20)16d (6)10d (8)10d 2740 3150 3425 1830 1840 4 FOOTNOTE: Loading published for total load of hipflack connection. Header nails may be clinched on single ply to obtain allowable loads. SEE GENERAL NOTES: 8,9 CODE COMPLIANCE: Engineers sealed approval available upon request. H I LEFT HIP SHOWN HJC RIGHT HIP SHOWN 3 ua.��" 48