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1635 Richardson Ln (vault) joB ADDREss 3 5 ev,at dS TYPE WORK PROPERTY OWWERO�60d�1-1- PHONE-.IVI-b-la�)- 4", TEL THOWE PERWTAWAMER DATE INSTEMONS. FOOTVVG SLAB TlE BF-4M LEWEL NALLINGISHEATH.VVG FRAMWGICOVER UP JMULATION FEVAL BUILD12VG CERTIFICATE OF Fl- r,'MC4LPERAdM JNSTEMONS ROUGH F17VAL AMCHANIC4L PERMM 17 MSTEMONS ROUGH /Zl PLUMMGPERMM MSTECTIONS ROUGHIUNDER SL4B TOPOUT WATERISE*ER MAL 12- NOTES. APPLICATION FOR FENCE PERMIT Phone Owners Name - ,&,yy,43 -- Ni4 JoU-Address--t(,,� Lot S- Block and/or Unit # Subdivision- R�-,,x05 ('Clu)-Q- c10 if different from.owner 73t�-\ ,e-S VA(d�f\ t r VaWaUon-of Corner c(�tnrio -Lot- Type of Construction ('�Go A Show location and height of fence as well as location of street(s). V REC '"Is 'Em rjcQ 7 2000 City of Atlantic Beach BL,iiding and 70ning Owner Signature Date Contractor Signature Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 19562 Addre s: 1635 RICHARDSON LANE Permit Type: FENCE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 52 Proposed Use: SINGLE FAMILY Lot(s):8 Block: Section: Square Feet: Subdivision: FRANCIS COVE Est. Value: Parcel Number: Improv. Cost: 500.00 Date Issued: 2/07/2000 Name: PAYTON, JAMES Total Fees: 10.00 Address: 1635 RICHARDSON LANE Amount Paid: 10.00 ATLANTIC BEACH, FL 32233 Date Paid: 2/07/2000 Phone: (000)000-0000 Work Desc: ERECT FENCE PER PLANS PROPERTY OWNER PERMIT 10.00 Ham, 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. Date: 2/08/00 01 Receipt: 0032381 CASH ATLANTIC BEACH IbUILDINd-MPT. 0@100003221000 MAP SHI]VING BDUNDARY SURVEY OF.- L 0 T 8, FRA NCIS CO VE REPL A r 8 5 , G .,AS RECORDED IN PLAT OOK 2 PA ES 49 AND 49A OF THE PU6L IC RECORDS OF DU VA L COUN r Y, FL ORIDA.- L 0 7 L OT Cc 3 000/54*0 "E. 610 CenAerline c1'15'e,1117,ly Eoset,—mn-r5l—o-b�li 00' SRL Pad 25,3, 1-57ORY-FRAKE 7, RESIDENCE ch Ated tn FFEL-V..15.03 rj p 24.0 (Z eovered &/th lz C.) .20 8RL--o". ado�- -o r4 jq4e7-' ,417--' Q 111-on Plw(L8 45) Under Concrele �7 7AA: C -A Sy Plal' Faff?d *Iron 4.45 7 pipe(to 4646) ,9194, Ayqe lo6q To RICHARDSOIV LANE NOTES: BEA RINGS A RE BA SED ON THE NOR rH L INE OF L 0.T 6 AS BEING N 69'36*00"W B Y PLA T LEGEAV THERE MA Y BE RES TRIC TION L INES OR EA SEMEN Ts THA T BRL DENO TES BUIL DING RES TRIC r/OV LINE B Y PLA T A FFEC T THIS PROPER T Y 8 Y ZONING OR RECORDED IN THE JEAE DENO TES JA CKSONVIL L.E EL EC TRIC PUFLIC RECORDS OF THIS COUNTY THAT ARE NOT SHOWN A U THORI T Y EA SEMEN 7 ON THIS SURVEY 5. THIS FROPERTYLIES IN FLOOD ZONEX'BY FLOOD MAPS REVISED 4117189, COMMUNITY PANEL NO. 120075 000/D. 7r 4- FINISHED FL OOR EL EVA TION SA SED ON NA TIONA L GEODE TIC VER TICA L DA TUV(NG VD), I-7R40T',4'1-f AN 41NO,657RLXrA846 R1611r-OF-XAY FOR IN6,9ESS, 56RESS, Z1r1L1r1E6, W,4rER, SEWER,ELECrRIC, GAS OR TFI-EVISION. pRFpaRFn Fr)p rmx-Prijr-rir tic. 7t ha� FL Fe I % C4� QD 7rl- Al 0--qj- ---- Tatifiratt of (Orrupaurg (fitu d Atlantic Wmc# — Moriba Departntent of Butubing inspection This Certificate issued pursuant to the requirements ofSection 103.8 ofthe 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 classiftation.Single Family Residence Bldg.Permit No. 18143 — Group w.frame Type construction sfa FireDistric, Atlantic Bearh ownerotBuiiding Reanhes Habitat Address JacksQwville Beach,i.glk 3225 Bull Address 163�, Rirhardsnn Tanacatity Atlantic Reag-b, FT� �2213 By: DON C. FORD Building Offlaall Date: --Z-2 —/(e POST IN A CONSPICUOUS PLACE ig CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications r�ust be reoived by 5 P,M. on the MONDAY 2rior to the scheduled meetina in order to be p(aced an the agenda for consideration. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. 3rzz �/o APPLICANT NAME ADDRESS TELEP H 0 N E Z V1-1Z Z,?- 2. le,7- �F d�06- 7- ADDRESS OR LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL 3. DESCRIBE PURPOSE OF TREE REMOVAL: 4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH) . CONDITION 5. TOTAL NUMBER OF TREES TO BE REMOVED: 6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED- C5 7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS: NUMBER SPECIES DIAMETER (DBH)_ FLOODPLAfN DEVELOPMENT INFORMATION Location:: Type of Development: 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, certiffing 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. CON2�ENTS: Applicant Acknowledgment: I dnderstand that the issuance of this �errnit 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 developmen . Date Applicant's Signature_ Department Use: Required Lowest Floor Elevation— As Built Lowest Floor Elevation Survey Filed with Building Department 'Bad:mg Department Representative MAP SHDWING BIJUNDARY SURVEY DF; LOT 8, FRANCIS COVE REPLAr AS RECORDED IN PLArBooK52, PAGES 49 AND 49A OF THE PU5LIC RECORDS OF DUVAL couvrY FLot?IDA. 1- 0 r 7 Z- 07- a RECEIVED 'r— DEC 13 1999 S00015*00"E. Z;;�� tCenkrlinc of 15'41117ity EbselmntSy Pbt Building and Zoning 00' 8RL 9.7' 25.3' Q4-w� I-S70RY FR4KE RESIDENCE tl -j (z -_j r rFEk-w.-15.03 jo 1.- 254 71 Covered Awch X e b U T'�d r rX Agy A471' -17 ccess" rlvq.-*..-.* rO RICILIA RD SON L A NE NOTES: BEA RINGS A RE 84 SED ON rHE NOR rH L INE OF L o r 6 AS BEING N 89'136100"W 8 Y PLA r LEGEAV THERE MA Y BE RES TRIC rION L INES OR EA SEMEN TS THA r Bfit DENO rES BUILDING RES MIC rION LINE 8 Y PLA 7 A FFEC T THIS PROPERT Y BY ZONING OR REccRow IN rHE JEAE DENO rES JA CKSON VIL L E EL EC MIC PuBuc RECORDS OF THIS couNTY rHA r ARE Nor sHowN AurHaq1ryF-o4sswvr ON rHIS SURVEY THIS PROPERTY LIES IN FLOOD ZONE 'X"sy FLOOD MAPS REVISED 4117189, COMMUNITY PANEL No. 120075 000/D. FINISHED FL OOR EL E VA TION RA SED ON NA TIONA L GEODE TIC e-EWr-"O I*Z-9-" 720 VER TICA L DA TUM(WG VO) 5 F1 4eW,E W4 T4 4 e, &,117 rR40T,4"1-f AN LIN08srRilCr4s4e q/dNr.oF.jvAyroR IN6,VESS, fr6RESY, 41r141r1ES, WdrER -R,ELECrRIC GAS OR TELEWSION , sE WE , PREPARED FOR ME BENEFIr OF: BL"ILDL'VG, PL4,Vly[iVG,AIVD ZOIVIjVG INSPECTIONDEPARTMENT CITY OFA TLANTIC BEACH, FLORIDA CER TIFICA TE OF OCCUP 4NCY WORKSHEET Da:e Rec,-,esz--,-4 , Numter : e A(at- A6 3.5 /,� ' ) :e�=- -- , — C C'-'—a n CV E �e rea as bul-, - BEFORE JSS0,NG CERTWICA TE CF ,--,C--UPANCY 7HE FCL-' --MNG MUST BE CCMPL-=-,H NO-7 , 77 D R m E N 7 DAT ;�� -- --L., r= IVIIA 1-2 0 e/)" &U4 tj 12 2- CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT PERMIT�INFORMATION ORMA Permit Number: 18909 Address: 1635 RICHARDSON LANE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 50 Proposed Use: SINGLE FAMILY Lot(s):8 Block: Section: Square Feet: Subdivision: FRANCIS COVE REPLAT Est. Value: 57,522.00 Parcel Number: LOT 8, FRANCIS COVE REPL Improv. Cost: - QWNIER" 16N,I, �, % I �I I 1 .1 i Date Issued: 10/01/1999 Name: BEACHES HABITAT Total Fees: 45.00 Address: P. 0. BOX 50939 Amount Paid: 45.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 10/01/1999 Phone: (904)241-1222 Work Desc: CS2/0 150AMPS I PH 3W 240V 2-1)-2--'RW ALUM - NEW RESIDENTIAL SERVICE A ®R' A PLUS ELECTRICAL PERMIT 45A0 ROUGH-ELECTRIC FINAL ELECTRIC iu" 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. $45.0014 Date: 10/81/99 81 Receipt: 0606070 ATLANTIC BEACH EkADING DEPT. CHECKS 4974 salaam-1ppim CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 LOCATION.INFORMATION PERMIT INFORMATION --- --- Per-mit--Number- Address: 1635 RICHARDSON LANE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 50 Proposed Use: SINGLE FAMILY Lot(s):8 Block: Section: Square Feet: Subdivision: FRANCIS COVE REPLAT Est. Value: 57,522.00 Parcel Number: LOT 8, FRANCIS COVE REPL Improv. Cost: OWNER INFORMATION Date Issued: 9/13/1999 N—ame- BEACHES HABITAT 1 Total Fees: 43.00 Address: P. 0. BOX 50939 Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 9/13/1999 Phone: (904)241-1222 Work Desc: INSTALL CENTRAL HEATAKDA10 __T 'TORIS CONTRA APPUCATION FEES EAN STATE HEAT &AIR PERMIT InsvectionsReaulre& RbL16A ckk6fICAL 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 LMUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $43.0014 (24— Date: 9/13/99 91 Receipt: 8886592 CHECKS 14442 ATLANTIC BEACH BUILDING DEPT. 00100003221000 BUILDING AND ZONING INSPECTION DIVISION my or ATLANTIC BEAM AILANIfr gAllf, p L011111, 011111 APPLICATION FOR MECHANICAL PERMIT --C-ALL-114 HUMDEn IMPORTANT — Applicanf to complete all i'lams in sections 1, 11, 111, and IV. Street Address! e'&.) 5__ e/k Inc.,d--ro v*A A%.,I 00 LOCATION OF Irwforlocf;nj s1reall, A'Ir"ouv',�- And DC1 A LA I? WILDING it. IDENTIFICATION — To be completed by all applicants , In cnn6d*,st;on of pa,m;t q;�an for doinj the art *0 delcribed in the above 1141*mtnt we hereby aqr** 10 perform said wort in accord-Into -ilk fko altae4d plant and %p*t;(;col;ont Mch or# * part hereof and in aecotdonto �;lh the City of Jacilonville ordinameol and slandarrIl or rjoed p,se.?;c* fis4d ll,ofe;n. Hooto of MOCN4011cal 0 cev A 37C 4-r �4 L/h C- ce,01rotter (pf;t%tl Matter Cc Ab tie J A I It. epw INFM�A*TtN IS OTHER CONSTRUCTION BEING DONIt ON Fiestme THIS BUILDING OR SITE? �4 Go@—El LP 0 Notwal (I Cossilrof Utility if YES, GIVE NUMIIEA CONSTRUCTION E3 04 PERMIT (3 ofhot — sp*c;ly IV. MICKAMr-AL IQUIPMIHT TO 11111 IHITALLID NATURE OF WORK Frevk4 comphttl NO Of C"P64*0th atok Iteck of this "I PT- nevIdentlel or LJ Cormarcial "set [I Sp*t* C) Receo" Of—coritpol a no" 01'Now RUIldirso CL-We!CorAtf;&^1491 [I Root" C*mf"J (I Existing Building Eq,--ooct syth""I ust"I "ICIA,oft— (3 11ilplacement of existing sys4m max;mwm Capacity (21� Now Installation(No syst9m previously Installoorl) 0 Q Extension or add-on to exIallno system 0 Cooling towee: capocity 0 Other — 8p*cIfy C] Pres *pw;AI*n- al [3 t4ond fw 0 IMS SPACI 004 Off" USE ONLY Go"" pvfflvp4._ -16MM611 T&A. 13 LPG (3 uprw*4 (3 lilen fermli Appmv*4 1,18T ALL EQUIPMENT AM CONE911ONING AND REFRIGERATION EQUIMEN'117 Number uAfts t!s"Cliptlieft Ntww"urnb*r Cc,v_-J C p Ar el-I CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel- 247-5826 - Fax- 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION N rmit Number: 18611 Address: 1635 RICHARDSON LANE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 I Class of Work: NEW Township: Range: Book: 50 i Proposed Use: SINGLE FAMILY Lot(s):8 Block: Section: Square Feet: i Subdivision: FRANCIS COVE REPLAT Est. Value: 57,522.00 Parcel Number: LOT 8, FRANCIS COVE REPL Improv. Cost: OWNER INFORMATION Date Issued: 8/06/1999 ! Name: BEACHES HABITAT Total Fees: 46-50 Address: P. 0. BOX 50939 Amount Paid: 46.50 JACKSONVILLE BEACH, FL 32240 Date Pai d: 8/06/1999 Phone: (904)241-1222 Work Desc: INSTALL PLUM81NG IN-NEW HOME CONTRACTOR(S)___--, APPLICATION FEES B�&G-PLUMB-1 NO— PERMIT 46.50 Insp __eq#ojns_Re red UNDER SLAB PLUMBING SEWER 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. $46.50 14 Date: 8/06/99 @1 Receipti 0077313 CHECKS 33238 A NTIC B A H BU ING DEPT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-SM-FAX: 247-W77 ..... .... .. Permit Number* 18143 Address: 1635 RICHARDSON LANE Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 50 Proposed Use: SINGLE FAMILY Lot(s):8 Block: Section: Square Feet: Subdivision: FRANCIS COVE REPLAT Est. Value: 57,522.00 Parcel Number: LOT 8, FRANCIS COVE REPL Improv. Cost: 57,522.00 Date Issued: 4/27/1999 Name: BEACHES HABITAT Total Fees: 2,057.88 Address: P. 0. BOX 50939 Amount Paid: 2,057.88 JACKSONVILLE BEACH, FL 32240 Date Paid: 4/27/1999 Phone: (904)221-0141 Work Desc: CONSTRUCT NEW HOME PER PLANS- RADONISC 1066 ......... 11�-T . G.T .... . .. ..... ...... .......... ............ -PP -LICATIONE JOHN WIELAND HOMES WATER I ACT FEE 350.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 85.00 RADON GAS-H.R.S. 6.12 RADON CAB 5% 0.32 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 5.80 SCHARGEIATL.BCH. 0.64 ........... ................. ....... FOOTING SLAB COVER UP FRAMING FINAL BUILDING CERTIF/OCCUPANCY INSULATION LINTEL TIE BEAM NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operator: WENDY L r"— � A� Date: 5/06/99 81 Receipt- OVA371 ATLANTIC BEAC14 BUILDI%--DEPT. Total Payment $2857.88 PROXtRTY LESCR"TTION R Lot Block Section 4 Subdivision: Street Name nusc=zroiv or w6ik or Address-: Building and Zc)"1119 (If in a FLOOD HAZARD Flood Zone: area complete page 3) Brief Description Class of Work: ( Remodel/Addition: ZONMG 22=52fiLTION Type of Construction: Zoning Proposed District: Use: Estimated Value Exceptions or Variances M a t e r i a I s '-Q"�M'.a- Grante-d: So1i-d- or Filled Ground:- ��41Z> Roof-: Method of Heating: 2- OWZ%MR 27fFv1U'M=0N_ Proper-ty Owner: -Phone: z Mailing Address -Zip: CONTRACTOR nYF010MT10N Contractor- MailLncj Address: zip- Expiration STATE LICENSE NO. &Z Date. T HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THISAPPLICATION AND 'KNCW 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, REGULATTONS, ORDINANCZS, 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 RAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature DATE 9 Contractor Signature DATE T2 SWORN TO AND SUBSCRIBED BEFORE ME- BY kla eva-5 THIS DAY 0 F 42�� - __ I 199_�_. U 14t c' Carol G Arlotta My commission 00570881 NOTARY 2 LIC C-xplres Jul.21,20W OF 109�� Book 9260 Pq 103 This instrument Prepared By: Naiiie'2�vp ezlw,(4:� Address 5 MIN. RETURN Permit No. PHONE #_2�- zz Z_ Tax Folio No. NOTICE OF COMMENCEMENT STATE OF COUNTY OF THE �NDERSIGNE D hereby gives notice that improvement will be made to cortain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) 2. General description of iinprovement� 3. Owner inforina Lion a. N,i i i i e a n d a d d r c ss, b. Interest in property: ;!�b'< c, Naineand address of other than owner). 4. Contractor: a. Name and address: b. Phone nuiriber: 1711 PPI��W c. Fax number (optional, ifservice by fiax is acceptable). �Wx /6:e 0'�? 5. Surety a. Name and addi-ess: Bk., 9260 1). AniOLll_lt Of bond $ Pg: 103 Doc# 99092374 c: Phone number: Filed & Recorded d. Fax number (optional, if service by fax is acceptable): 04/15/99 01:03:36 P.m. HENRY W. COOK 6. Lelider CLERK CIRCUIT COURT �1. Name and address: N11F DUVAL COUNTY, FL b. Pholle I-ILlinber: REC. $ 6.00 c. Fax number (optional, if service by fax is acceptable): 7. Persons within the St;lte Of'F101'ida designated by Owner tipon whoni notices or other documents may be served as provided insect.ion 713.13(1)(a)7., Florida St,at.11teti: :d>>�- a. Name and address:-�P'41)/jv 'le-J, b. Phone number: _?d//—/J�0�/ c. Fax number (optional, if service by fax is acceptable): 8. j)el-.L;ojj(,;) to 1,(2ceive ;, copy ol'the Lienor's Notice as provided Ill oddl holl to 111111self, O%Vll(!I. desigliates the lollowilig intSection 713.13(l)(h), Florida St-ILLILe-s: a. Name and address: 1). Phone number: 11114 C. Fax number (optional, if service bY fax 11—ICcePlable): 9. Expiration (late of notice Of coil''lie lice Ilien t' (the expiration date is I year from the (late of recording unless a different date is Specified) SNN,orl, toalld sub.scribed before me W ct.14"�C sigliatilre of Own4� who is personally known to int, or pro(ItIced 1A CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address— Ze, A-,j L Date Heated Sauare Footage r s 17 $ - --� = S 16 7 Z Garage/Shed $ per sq f t = S Carport/Forch 8 t = $ per sq F D e c'K. Der su f t = f t- P TOTAL VALUATION : S) S-22- Tc-kal Valuation ist Remainina Vallue per thousand or portion thereot TOTAL BUILDING FEE + I " Filing Fee Fireplaces @ $15 � 00 BUILDING PERMIT FEE S WATER IMPACT FEE $ SEWER IMPACT FEE S WATER METER/TA? CAPITAL IMPROVEMENT SEWI�� TAF /,Z-a) RADON ( HRS ) G050 S� SECTION H PAVING $ HYDR-AULIC SHARES S —0 CROSS CONNECTION $ 3 SURCHARGE . 100 5 0 'OTHER GRAND TOTAL DUE S -5-7 ADDITIONAL PERMITS OR FEES : Mechanical Plumbinq Electric/New Electric/Temp : SwimminaPool Septic Tank Well__; Sign Finish Floor Elevation Survey other CALCULATIONS and/or NOTES : Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM GOOA-93 Residential Component Prescriptive Method A NORTH PROJECT NAME : Single Family Home BUILDER: Beaches Habitat AND ADDRESS : PERMITTING CLIMATE Atlantic Beach, FL OFFICE : Atlantic Bea ZONE: 11_1 21_1 31_1 OWNER- PERMIT NO. JURISDICTION NO. CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No. of units 3 . 0 4 . If Multifamily, is this a worst case (yes/no) 4 . S . Conditioned floor area (sq. ft . ) 5 . 1288 . 00 6 . Predominant eave overhang (ft . ) 6 . 1 . 50 7 . Porch overhang length (ft . ) 7 . 0 . 00 8 . Glass area and type : Single Pane Double Pane a. Clear Glass 8a . O . Osqft -2��8 . 00sqft b. Tint, film or solar screen 8b . O . Osqft lf�0 . 00sqft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 . 00 , 149 . 00 ft 10 .Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00, 911 . 00sqft a. Adjacent : 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00 , 105 . 00sqft 11 .Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30 . 00 , 1288 . 00sqft_ 12 .Air distribution systems 13 .Cooling system 13 . Type : Central A/C of � EER: 10 . 00 14 .Heating System: 14 . Pype : -Reat Pump HSPF : 7 . 00 15 .Hot water system: 15 . '6y 4: Electric EF : 0 . 92 16 .Hot Water Credits : (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17 . Infiltraticn practice : 1, 2 or 3 17 . 2 18 .HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 .EPI (must not exceed 100 points) 19 . 94 . 64 a. Total As Built points 19a . 28080 . 28 b. Total Base points 19b. 29671 . 14 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code . Code . Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE:- e-.f 553 . 908 F. S . I hereby certify that this building is in compliance with the Florida Energy Code . OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE :- INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES . ------------------------------------------------------------------------------- Windows 606 . 1 Maximum of 0 .34 CFM per linear foot of operable sash crack (includes sliding glass doors) . -------------------------------------------------- ------------ ------ ----------- Exterior & 606 . 1 Maximum of 0 . 5 CFM per sq. ft . of door area: solid Adjacent Doors core, wood panel, insulated or glass doors only. ------------------------------------------------------------------------------- Exterior Joints 606 . 1 To be caulked, gasketed, weather-stripped or other- & Cracks wise sealed. ----------------------------------------------------- ------ ----- --- ----- - ----- - PRACTICE #2 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ----------------------------------------------------------------- ----- - --- -- --- Exterior Walls 606 . 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ------------------------------------------------------------------------------- DuctWork 606 . 1 Ductwork in unconditioned space must be sealed. ------------------------------------------------------------------------------- Fireplaces 606 . 1 Equipped with outside combustion air, doors and flue dampers . ----------------------------------------------------- -------------------------- Exhaust Fans 606 . 1 Equipped with dampers . Combustion devices see 606 . 1 .A. 2 . ------------------------------------------------------------------ ------------- Combustion 606 . 1 Be in unconditioned space (except direct vent) , draw Appliances air from unconditioned space, exhaust to outside . Cooking appliances shall be dampered and use intermittent ignition. ------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences . ) ** ------------------------------------------------------------------------- ------ Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-12 . Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent . ------------------------------------------------------------------------------- Shower Reads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. --------------------------------------------------------- ------ --- ------------- HVAC Duct 610 . 1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610 . 1 .ABC. 2 & 610 . 1 .ABC. 3 . Duct in attics must be insulated to a minimum of R-6 . Air handlers shall not be installed in attics unless in mechanical closet . ------------------------------------------------------------------------------- HVAC Controls 607 . 1 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- Insulation 604 . 1 Ceilings minimum R-19 . Common Walls Frame R-11 or 602 . 1 CBS R-3 both sides . Common ceiling floors R-11 . ------------------------------------------------------------------------------- SUMMER CALCULATIONS BASE AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF POINTS ------------------------------------------------------------------------------- NE 45 . 00 65 . 8 2961 . 0 DBL CLR NE 45 . 0 57 . 7 . 87 2261 . 8 SE 19 . 00 65 . 8 1250 . 2 DBL CLR SE 4 . 0 79 . 1 . 52 164 . 0 DBL CLR SE 15 . 0 79 . 1 . 84 994 . 0 sw 30 . 00 65 . 8 1974 . 0 DBL CLR sw 15 . 0 79 . 1 . 84 994 . 0 DBL CLR sw 15 . 0 79 . 1 . 84 994 . 0 NW 45 . 00 65 . 8 2961 . 0 DBL CLR NW 15 . 0 57 . 7 . 87 753 . 9 DBL CLR NW 15 . 0 57 . 7 . 87 753 . 9 DBL CLR NW 15 . 0 57 . 7 . 87 753 . 9 ----------------------------------------------------- ------- ----------- -- ------ . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS -------------------------------------------------------------- ----- ------ ------ . 15 1, 288 . 00 139 . 00 1 . 390 9, 146 . 20 12 , 712 . 56 7, 669 . 79 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 911 . 0 . 9 819 . 9 Ext Wood Frame 11 . 0 911 . 0 1 . 70 1548 . 7 Adj 105 . 0 . 7 73 . 5 Adj Wood Frame 11 . 0 105 . 0 . 70 73 . 5 DOORS---------------- Ext 40 . 0 6 . 1 244 . 0 Ext Wood 40 . 0 6 . 10 244 . 0 CEILINGS------------- UA 1288 . 0 . 6 772 . 8 Under Attic 30 . 0 1288 . 0 . 60 772 . 8 FLOORS--------------- Slb 149 . 0 -37 . 0 -5513 . 0 Slab-on-Grade . 0 149 . 0 -41 . 20 -6138 . 8 INFILTRATION--------- 1288 . 0 8 . 0 10304 . 0 Practice #2 1288 . 0 8 . 00 10304 . 0 TOTAL SUMMER POINTS 19 , 413 . 76 14 , 473 . 99 TOTAL x SYSTEM COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ----------------------------------------------------------------- -------------- 19, 413 . 76 . 37 7, 183 . 09 1 14 , 473 . 99 1 . 00 1 . 000 . 340 1 . 000 4, 921 . 16 WINTER CALCULATIONS BASE AS-BUILT GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF POINTS ----------------------------------------------------- --------------------- ----- NE 45 . 00 -10 . 6 -477 . 0 DBL CLR NE 45 . 0 4 . 6 1 . 32 273 . 9 SE 19 . 00 -10 . 6 -201 . 4 DBL CLR SE 4 . 0 -22 . 7 . 36 -33 . 0 DBL CLR SE ls . 0 -22 . 7 . 84 -28S . 3 SW 30 . 00 -10 . 6 -318 . 0 DBL CLR SW 15 . 0 -22 . 7 . 84 -285 . 3 DBL CLR SW 15 . 0 -22 . 7 . 84 -285 . 3 NW 45 . 00 -10 . 6 -477 . 0 DBL CLR NW 15 . 0 4 . 6 1 . 32 91 . 3 DBL CLR NW 15 . 0 4 . 6 1 . 32 91 . 3 DBL CLR NW 15 . 0 4 . 6 1 . 32 91 .3 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1, 288 . 00 139 . 00 1 . 390 -1, 473 . 40 -2 , 047 . 92 -340 . 90 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 911 . 0 2 . 2 2004 . 2 Ext Wood Frame 11 . 0 911 . 0 3 . 70 3370 . 7 Adj 105 . 0 3 . 6 378 . 0 Adj Wood Frame 11 . 0 105 . 0 3 . 60 378 . 0 DOORS---------------- Ext 40 . 0 12 . 3 492 . 0 Ext Wood 40 . 0 12 . 30 492 . 0 CEILINGS------------- UA 1288 . 0 1 . 2 1545 . 6 Under Attic 30 . 0 1288 . 0 1 . 20 1545 . 6 FLOORS--------------- Slb 149 . 0 8 . 9 1326 . 1 Slab-on-Grade . 0 149 . 0 18 . 80 2801 . 2 INFILTRATION--------- 1288 . 0 7 .4 9531 . 2 Practice #2 1288 . 0 7 . 40 9531 .2 TOTAL WINTER POINTS 13 , 229 . 18 17, 777 . 80 TOTAL x SYSTEM HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS --------------------------- -------------- ----------------- ----- -- - ------- ------ 13 , 229 . 18 . 55 7, 276 . 05 1 17, 777 . 80 1 . 00 1 . 000 . 484 1 . 000 8, 604 .46 WATER HEATING BASE AS-BUILT NUM OF x MULT TOTAL TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 4 3803 . 0 15 , 212 . 00 50 . 92 1 . 000 3638 . 7 1 . 00 14, 554 . 67 SUMMARY BASE AS-BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ----------------------------------------------------------------------- -------- 7183 . 1 7276 . 0 15212 . 0 29, 671 . 14 4921 . 2 8604 . 5 14554 . 7 28 , 080 . 28 EPI 94 . 64 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 94 . 6 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 -------------------------------------X--- I The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value . . . . . . . . . 30 . 0 1 --------------------X1 R-0 R-7 Wall R-Value . . . . . . . . . 11 . 0 1 -------- ------------X1 R-0 R-19 Floor R-Value . . . . . . . . . 0 . 0 Ix-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER/EER. . . . . . . . . . . . . . . . . . 10 . 3 Ix-------------------- j 9 . 7 EER 16 . 0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12 . 0 Electric COP/HSPF. . . . . . . . 7 . 0 Ix--------------- -- -- - 1 0 . 78 AFUE 0 . 90 Gas AFUE. . . . . . . . . . . . 0 . 00 1 --------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 . 96 Electric EF . . . . . . . . . . . . . . 0 . 92 1 ----------X---------- 1 0 . 54 0 . 90 Gas EF. . . . . . . . . . . . . . 0 . 00 1 --------------------- 1 0 .40 0 . 80 Solar EF. . . . . . . . . . . . . . I --------------- - -- --- I OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Builder Address - Signature : Date : city/zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 94 . 6 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 -------------------------------------X--- I The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS . . . . . . . . . . . . . . . . . . . . .Double Clear -------------X--- - --- INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value . . . . . . . . . 30 . 0 1 --------------------X1 R-0 R-7 Wall R-Value . . . . . . . . . 11 . 0 1 --------------------X1 R-0 R-19 Floor R-Value . . . . . . . . . 0 . 0 Ix-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER/EER. . . . . . . . . . . . . . . . . . 10 . 3 Ix-------------------- 1 9 . 7 EER 16 . 0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12 . 0 Electric COP/HSPF. . . . . . . . 7 . 0 Ix-------------------- 1 0 . 78 AFUE 0 . 90 Gas AFUE . . . . . . . . . . . . 0 . 00 1 --------------------- WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 . 96 Electric EF. . . . . . . . . . . . . . 0 . 92 1 ----------X---------- 1 0 . 54 0 . 90 Gas EF. . . . . . . . . . . . . . 0 . 00 1 --------------------- 1 0 . 40 0 . 80 Solar EF. . . . . . . . . . . . . . I --------------- - -- - -- I OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house . Builder Address : Signature : Date : city/zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SINGLE FAMILY RESIDENCE HVAC LOAD ANALYSIS for Beaches Habitat P.O. Box 50939 Jacksonville Beach, FL 32240 ResIORNIIAL mKHVMAV KVAC LOADS Prepared By: Andy Bryan Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach, FL 32266 (904) 249-8251 4-16-99 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&AJC Single Family Residence Neptune Beach,FL 32266-1798 4-16-99 Page 2 Project Summary Company: Ocean State Heating &Air Conditioning Client: Beaches Habitat Representative: Andy Bryan Address: P.O. Box 50939 Address: 1476 Atlantic Boulevard City: Jacksonville Beach, FL 32240 City: Neptune Beach, FL 32266 Phone: (904) 241-1222 Phone: (904) 249-8251 Fax: Fax: (904) 249-8949 Design Data Project Name: Single Family Residence Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply C 748, CFM per square foot: 0.581 FM Square feet of room ar�p: 1,289 Square feet per ton: 723.331 I Building Loads Total heating required with outside air: 25,470 Btuh 25.470 MBH Total sensible gain: 16,466 Btuh 84 % Total latent gain: 3,086 Btuh 16 % Total cooling required with outside air: 19,552 Btuh 1.629 Tons (based on sensible + latent) 1.782 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and frmWeatherDatabase may vary. Be sure to select a unit that meets both sensible and latent loads. Friday,April 16, 1999 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. 11 Ocean State Htg&A/C Single Family Residence Neptune Beach,FL 32266-1798 4-16-99 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 139 4,533 0 6,748 6,748 10D Door Wood Solid Core 40 828 0 452 452 12C Wall R-1 1 + 1/2" Gypsum(R-0.5) 911 3,689 0 2,016 2,016 13C Part R-1 1 + 1/2" Gypsum(R-0.5) 105 213 0 151 151 16G Ceiling R-30 Insulation 1,289 1,914 0 1,914 1,914 22A Slab on Grade No Edge Insulation 149 5,431 0 0 0 Subtotals for structure: 2,633 16,608 0 11,281 11,281 Active People: 3 0 690 900 1,590 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,201 1,201 Lighting: 0 0 0 Ductwork: 0 1,212 0 1,498 1,498 Infiltration: Winter CFM: 154.6, Summer CFM: 68.7 179 7,650 2,396 1,586 3,982 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 16,466 Temperature Swing Multiplier: X1.00 Building Load Totals: 25,470 3,086 16,466 19,552 Check Figures Total Building Supply CFM: 748 CFM per square foot: 0.581 Square feet of room area: 1,289 Square feet per ton: 723.331 Building Loads Total heating required with outside air: 25,470 Btuh 25.470 MBH Total sensible gain: 16,466 Btuh 84 % Total latent gain: 3,086 Btuh 16 % Total cooling required with outside air: 19,552 Btuh 1.629 Tons (based on sensible + latent) 1.782 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and frmWeatherDatabase may vary. Be sure to select a unit that meets both sensible and latent loads. Friday,April 16, 1999 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Single Family Residence Neptune Beach,FL 32266-1798 4-16-99 Page 4 System #1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 139 4,533 0 6,748 6,748 10D Door Wood Solid Core 40 828 0 452 452 12C Wall R-1 I + 1/2" Gypsum(R-0.5) 911 3,689 0 2,016 2,016 13C Part R-1 1 + 1/2" Gypsum(R-0.5) 105 213 0 151 151 16G Ceiling R-30 Insulation 1,289 1,914 0 1,914 1,914 22A Slab on Grade No Edge Insulation 149 5,431 0 0 0 Subtotals for structure: 2,633 16,608 0 11,281 11,281 Active People: 3 0 690 900 1,590 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,201 1,201 Lighting: 0 0 0 Ductwork: 0 1,212 0 1,498 1,498 Infiltration: Winter CFM: 154.6, Summer CFM: 68.7 179 7,650 2,396 1,586 3,982 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 16,466 Temperature Swing Multiplier: X1.00 System Load Totals: 25,470 3,086 16,466 19,552 Check Figures Supply CFM: 748 CFM per square foot: 0.581 Square feet of room area: 1,289 Square feet per ton: 723.331 System Loads Total heating required with outside air: 25,470 Btuh 25.470 MBH Total sensible gain: 16,466 Btuh 84 % Total latent gain: 3,086 Btuh 16 % Total cooling required with outside air: 19,552 Btuh 1.629 Tons (based on sensible + latent) 1.782 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and frmWeatherDatabase may vary. Be sure to select a unit that meets both sensible and latent loads. Friday,April 16, 1999 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Single Family Residence Neptune Beach,FL 32266-1798 4-16-99 Page 5 Room Load Summary Reports System #1 Room Load Summary Htg Htg Run Clg Cig Clg Zone Clg Air Room Area Sens Nom Duct Sens Lat Nom Adi Adj Sys No Description SF Btuh CFM Size Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Dining/Living 350 10,117 131 0-0 6,289 1,070 286 1.25 357 286 Room 2 Kitchen 135 2,108 27 0-0 2,110 268 96 1.00 96 96 3 Bath 1/Bath 2 165 1,400 18 0-0 642 54 29 1.00 29 29 4 Bedroom 1 203 4,417 57 0-0 2,888 631 131 1.00 131 131 5 Bedroom 2 156 3,173 41 0-0 2,338 431 106 1.00 106 106 6 Bedroom 3 156 2,233 29 0-0 986 201 45 1.16 52 45 7 Bedroom 4 124 2,022 26 0-0 1,213 431 55 1.20 66 55 System I Totals 1289 25,470 331 16,466 3,086 748 838 748 Main Trunk Size: 12x12 in. System #1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh --Btuh Net Required: 1.629 84%/16% 16,466 3,086 19,552 Recommended: 1.782 77%/23% 16,466 4,918 21,384 System #1 Equipment Data Heating System Cooling System Friday,April 16,1999 ---------- A 'Tertificate of (9itu of Atlantic Neac4 — Nlariba 10cpartmtnt of Nuilbing Inopution 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 Single Family Residence Bldg.Permit No. 18143 — Group��--fraMe Type Construction sfa FireDistrict Atlantic Beach OwnerofBuilding Beaches .Hab-Ltat-- Address Jacksonville Beach, FL 32 54 Bu Address. 1-635,- Riftaqi1don La caoty, Atlantic Reach- FL '12233 By: DON C. FORD Building Official' Date: POST IN A CONSPICUOUS PLACE ........... ----------- ....... CITY OF ,U44t4a Be4ris-9V&Udk I Office of Building Official REQUEST FOR INSPqCT N a WO Date e r m i t IN o. Time A.M. Received P.M. 6��qj �c�t-e�,,z�Pj 1 3 J- Job Address Locali Owner's -c(e-c IffAff0t 6 7��contractor — 1�- --jI�u e Y/3 Name BUILDING CONCRETE ELECTRICAL ZIUMBIN MECHANICAL Framing 1 1 Rough Wiring I Air Cond. & Footing Re Roofing Slab i Temp Pole I TOP Out Heating Insulation Lintel F, Final Sewer Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Wed. Thurs. Friday RK A.M. inspection Made --PM. Inspector— Final Inspection F1 �'Cerfificate of Occupancy I Date CITY OF �0 I siG ( -/ 4d4ft& Be4CA 49&"* Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A. -2 Received Job Address Locality Owner's _41, ctor Name ELECTRIC P MECHANICA CONCRETE Framing Footing 1-1 ough hring Rough D Air Cond.& D Re Roofing Slab Fj Temp Pole El Top Out 51:�' Heating Insulation 1-1 Lintel r Final U Sewer 1"7-1-'-fire Place 0 aalm E;LE �R PL CT 'C T._ hp king Rough T,�,nn", Pre Fab READY FOR INSPECTION Tues. Wed. Thurs. Friday PM. A.M. Inspection Made P.M. Inspector— Final Inspection 11 Certificate of Occupancy E-j Date CITY OF 4W44dw Be44CA-99&U-4 Office of Building Official REQUEST FOR INSPE ION T' Date Pe mit No. V-3 Time / Received Job Addr ss L ality Owner's Name Contractor BUILDING ,,,CQNeRET`E--,, ELECTRICAL PLUMBING MECHANICAL Framing F] "D Rough Wiring [i Rough 11 Air Cond. & Re Roofing El Slab Temp Pole F1 Top Out P- Heating Insulation EI Lintel X, Final 11 Sewer El Fire Place El Pre Fab READX,FGRJNSPECTION A. Mon. Tues. CW.d Thurs. Friday A.M. RK z" Inspection Made Inspector— Final Inspection Certificate of Occupancy Ej Date CITY OF AwcA-00m*46 1,elLl-3 1; Office of Building Official /a-?0 � REQUEST FOR INSPECI�ON/�� /:�2 Date Permit N�.Ve/e�f k6l Time A.M. Received P.M. / C/,O-,L Job ddress Locality s Owner Name CONCRET MEC�H�i�ICA� BUILDIN E �� <:-�P � 1� Footing Ej Rough Wiring D Rough I Ing El Air o L Re Roofing 0 Slab El Temp Pole ID Top Out D Heating Insulation D Lintel 0 Final 1-1 Sewer 0 Fire Place 11 Pre Fab READY FOR INSPECTION \A M GM;- Tues. Wed. Thurs. Friday W, A.M. Inspection Made Inspector— Final Inspect 1c.-of Occu�A-�'� CITY OF 4&4"-o AW104—0;&U-614 Office of Building Official REQUEST FOR INSPECTION Date — \ Permit No. Time Alm. Received w Job Add ss Lod'ality Owner's Name 7 -Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing El Footing D Rough Wiring 0 Rough El Air Cond. & 0 Re Roofing o Slab D Temp Pole D Top Out 0 Heating Insulation 0 Lintel F Final El Sewer M Fire Place Pre Fab READY FOR INSPECTION A.M. Tues. Wed. Thurs. Friday A.M.,) M. Inspection Made Ins Fin Car ificate of Occupan Date p -"Mom" Date CITY OF ,q&4x,tk 18"C-A-#;&u*d4 office of Building Official REQUEST FOR INSPECTION 01 v REQUEST Permit No. Date Time R_c P eceived P.M. Job Address Locality Owner's ? Contractor Name---- 4��_ lz_�_ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL 0 Footing F] Rough Wiring F-1 Rough 0 Air Cond. & D Re Roofing El Slab F1, Temp Pole F1 Top Out P Heating Insulation Lintel D Final 0 Sewer F-1 Fire Place READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday-P.M. kM. Inspection M e P.M. inspector Final Inspection El Certificate of Occupancy 1-j Date CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5900 FAX (904) 247-5805 SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS /9 9 zo Please call me at 904-247-5826 if you have any questions. S' (7el ATLANTIC BEACH BUILDING DEPARTMENT ot): (9-02931 LOT 5 J1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 2 N 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP.:2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC OL AA 5.0 PSF, WIND BC DL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING; REACTION OF 156.39. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-156# NAILED 7 11 0.'6 12 X4(A I) m B'f"2 __T 2' 7' Rv-403# U-2500 W-3"8 RvAA70# U-2000 NAILED TAG T9 SEQ = 52423 PLATE-WAVE TP195 TPI- 5 (STD) QTY= 14 PLIES= I TOTAL= 14 REV. IB.2c4 SCALE =0.7320 ALPINE ENGINEERED PRODUCTS INC TRUSSES REGUIRE EXTREME CARE 02/11/99 TC LL 20 .0 PSF REF A*IMPORTANTx)( SHALL NOT BE RESPONSIBLE FO'A ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN 7 .0 PSF DATE 02/11/99 WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE FAILURE TO BUILD THE TRUSS IN CONFORMANCE `;-S TC OL ALPINE CONNECTORS ARE MADE OF 2GGA GALV. STEEL MEETING ASYM OUIAEMENTS. UNLESS OTHERWISE INDICATED. TOP 6 C DL 10 .0 PSF DRWG A446 OR 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL 13E LATERALLY BRACED WITH PROPER TRUSS AND UNLESS 07HERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 8 C L L 0 .0 PSF JDM CONNECTORS PER DPA.INGS 130. 150 & 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING - I A T E F TOR SEE 37 .0 PSF O/A 7 TOT LD CONFORM W/APPLICABLE PROVISIONS OF NOS AN ENGINEER'S ALPINE TECHNICAL UPDA71E (7/j/91) FOR PROPER LEN SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FuNIS. A Copy OF TH I S AC. J .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRAC ---TPI - TAUSS PLATE INSTITUTE NOS- 199t NATTO At DESIGN SPECIFICATION FOR WODO CONSTRUC71— ISPACING 24.0" ITYPE spec ob: (9-0293) LOT 5 / J2 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2X4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI. BOT CHORD 2X4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC OL - 5.0 PSF. WIND BC DL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING: REACTION OF 98.58. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-990 NAILED 10'2"6 �n to cu W, 8'1 2 —5'1"8 _2' 5' Rv-339# U-2300 W-3"8 Rv-440 U-200# NAILED TAG T6 SEG = 52427 PLATE-WAVE TP195 TPI-95 (STO) QTY= 8 PLIES= I TOTAL= 8 REV. 18.2c4 SCALE =0.9207 ALPINE ENGINEERED PRODUCTS. INC. RUSSES REGUIRE EXTREME CARE I MPORT ANT*m SMALL NOT BE RESPONSIBLE FOR ANY WARNING 'IN HANDLING. ERECTION AND 02/11/99 TC LL 20 .0 PSF REF DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T TC DL 7 .0 PSF DATE 02/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH UST88 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE I "' ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP ;:,I A BC DL 10 .0 PSF QRWG A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC L L 0 .0 PSF iom t CONNECTORS PER DRA.INGS 130. 150& 15OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE T.11.1 CONFORM W/APPLICA8LE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/t/91) FOR PROPER 4, TOT.LD. 37 .0 PSF O/A LEN. 5 Copy OF i SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED ERE DRYWALL APPLICATION. FURNISH A THIS DUR.FAC. 1 .25 N ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. OESI�TO-THE TRUSS ERECTION CONTRACTOR. -TPI --TRUSS PLATE INSTITUTE. NOS 1991 NATIONAL DESIGN SPECIFICATION FOR Goo CO—T.- SPACING 24.0" ITYPF spec ob: 19-0293) LOT 5 / J3 THIS OWG. PPEPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4SP 02 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI. SOT CHORD 2X4 SP 02 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC OL - 5�O PSF. WIND BC DL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING: REACTION OF 27.62. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-28# NAILED 9'4"6 12 5 W2X4(Al) 1"2 3'1"8 2' 3' Rv-288# U-220# W-3"B Rv-170 U-200# NAILED TAG T7 SEQ 52432 PLATE-WAVE TPI95 TPI-95 (STO) QTY= 8 PLIES= I TOTAL- 8 REV. 18.2c4 SCALE =1 .2405 ALPINE ENGINEERED PRODUCTS INC TRUSSES REQUIRE E REME CARE 0' 02/11/99 TC LL 20 .0 PSF REF )(*IMPORTANT**SHALL NOT BE RESPONSIBLE F A ANY WARNING IN HANDLING. EREC'TION AND DEVIATION FRO. THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY YPI. SEE THIS DESIGN T TC DL 7 .0 PSF OATE 02/11/99 FAILURE TV BUILD THE TRUSS IN CONFORMANCE WITH GSTEB BY TPI FDA ADDITIONAL SPECIAL PERMANENT BRACING RE l;Flt,'_ ALPINE CONNECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 3 BC OL 10 .0 PSF DRWG A A4A6 GA 5 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION Ly ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF i0m CONNECTORS PER DRAWINGS 00. t5O 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING E P- E OF 0 e SE TOT.LO. 37.0 PSF O/A LEN. 3 CONFORM W/APPLICABLE PROVISIONS OF NOS& TPI. AN ENGINEEA'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROP R to. z� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY TH I S OUR. IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERIECTIONN CONTRAC E FAC. 1 .25 ---Ipl - TRUSS PLATE INSTITUTE. NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTAUCTTON SPACING 24.0" ITYPE spec Jot): (9-0293) LQT 5 / J4 THIS DWG. PREPARtO BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 02 N AN UPLIFT REACTION OF —165# OCCURRED ON A BOT CHORD 2X4 SP 02 N NON—WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP #2 N 100 MPH WIND, 15,00 FT MEAN HGT, SBCCI, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF. REACTION OF 334.7B. IN LIEU OF RIGID SHEATHING: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. AT -8'6"6 0)T W2X4(Al) 12 8'1"2 v 2' t Rv-370# U-270# W-3"B Av-aqB*165i)-2004A IMLED TAG T8 SEG = 52436 PLATE-WAVE TP195 TPI-95 (STO) # OTY= 8 PLIES= I TOTAL= 8 REV. 18.2c4 SCALE =1 .8460 ALPINE ENGINEEPEO PRODUCTS, INC TRUSSES REGUISE EXTREME CARE 02/11/99 T C L L 20 .0 PSF REF )()(IMPORTANT)(* SHALL NOT BE RESPONSIBLE FOR ANY' WARNING IN HANDLING. ERECTION &NO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING� SEE HIB-91 BY TPI. SEE THIS DESIGN T T C DL 7. 0 PSF DATE 02/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSIBB By IPI FOR ADDITIONAL SPECIAL PEPMANENT BRACING POE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF DRWG AAAB GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION Ly ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC L L 0 .0 PSF i0m T 0 LDU Sp CONNECTORS PER DRAWINGS 130, 150 F 150A-F� DESIGN ST&NCAF;DS WIT.PROPERILY ATTACKED RIGIG CEILING -- SEE TOT.LO. 37 .0 PSF O/A LEN. I CONFORM W/APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/931 FOR PR ER SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED WERE DRYWALL APPLICATION. FURNISH A COPY OF T.Is DUR.FAC. 1 .25 IN ONLY,AND SHALL NOT BE RELIED UPON IN A14Y OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACT SPACING 24.0" ITYPE spec -TPI - TRUSS PLATE INSTITUTE. NOS - 1992 NA71ONAL DESIGN SPECIFICATION FOR WWO CONSTRUCTION on: (9-02931 LOT 5 / J5 THIS OWG. PREPARtO BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4SP #2 N *KxLDADING ON THIS TROSS CALCULATED BY TRUSS FABRICATOR*** BOT CHORD 2X4 SP #2 N WEBS 2X4 SP #3 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, OPEN BLDG, LOCATED ANYWHERE IN ROOF, WIND TC OL - 5.0 PSF. WIND BC DL - 5.0 PSF. LOAD CONTINUOUS LOADS LOAD CONC. LOADS CASE SIDE L-PLF R-PLF START ENO CASE SIDE MAG X-LOC THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM 0 T 54.0 54.0 0.0 12.7 0 T -331 3.5 REACTION OF 350,15. 0 8 20.0 20.0 2.8 12.7 0 T 55 6.3 1 8 1.8 1.8 2.6 12.7 0 T 197 9.1 IN LIEU OF RIGID SHEATHING; I T -101.1 -101.1 0.0 2.8 0 B -39 3.5 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC� I T -89.2 -89.2 2.8 2.9 0 B 35 6.3 1 T -74.4 -74.4 2.9 9.7 0 B Be 9.2 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. I T -89.2 -B9.2 9,7 12.7 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PRAVETV�# NAILED -33 0 551_ 197 1'5"7 2'9"15 2'9"15 2'9"B 9'10"13- W3X4 12 3.54 u E 1"2 W1.5X3 F-1 10'2"5 2'9"15 9*10"13 1'5"7 -2*9"15 2'9"15 2*9"B -3910 35J Rv-370# U-200# W-4't5 Av-350# U=200# NAILED TAG T5 + SEQ = 52440 PLATE-WAVE TPI95 TPI-95 (STD) QTY= 4 PLIES= I TOTAL= 4 REV. 18.2c4 SCALE =0.5915 ALPINE ENGINEERED PRODUCTS INC TRUSSES REOUIAE EXTREME CARE **IMPORTANT** SHALL NOT BE RESPONSIBLE F04 ANY' WARNING IN HANDLING, ERECTION AND 02/11/99 TC LL 20 .0 PSF REF DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC OL 7 .0 PSF DATE 02/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB8 By TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING AST. OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 1 0 .0 PSF DRWG A446 GA 0 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T PUS S &NO JJNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF JDM CONNECTC114S PER DRAWINGS 130, 150& 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING_- SEE TT T I F 37 .0 PSF O/A LEN. 91013 CONFORM ./APPLICABLE PROVISIONS OF NOS 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/l/91) FOR PROPER TOT.LD. 1 .25 El SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY TH 1 5 OUR.FAC. OF 7 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRA�CTG"- SPArTNr, spe ahnVP. TVPF7 s n P r --T 1111-TI ob: (9-0293) LOT 5 / T4 THIS QWG. PnEPARJEQ BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFP.S LAYOUT TOP CHORD 2X4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI. BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2:X4 SP #3 WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF. IN LIEU OF RIGID SHEATHING; A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 12*6" 12'6" W4 4 12 5 F,;- W1.5X3 Wi.5X3 Ln ;q-F W2X6tAl) W2X6(Al) t 1' 2 W3X7 Wgi —25 _2' 25 2 F- Rv 1036# U=540# W-3"B Rv-1036# U-540# W-3"G TAG T4 SEQ = 52419 PLATE-WAVE TP195 TPI-95 (STD) QTY- 12 PLIES= I TOTAL= 12 REV. 18.2c4 SCALE =0.2669 ALPINE ENGINEERED PRODUCTS INC TRLtSSE5 REOUIRE EXTREME CARE 02/11/99 TC LL 20. 0 PSF REF **IMPORTANT)()( SMALL NOT BE RESPONSI13LE FO'A ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIB-91 By TPI. SEE THIS DESIGN T TC OL 7 . 0 PSF DATE 02/11/99 FAILURE To BUILD THE TRUSS IN CONFOA04ANCE W17H USIBB BY IPI FDA A0011IONAL SPECIAL PERMANENT BRACING RE CONNECTORS ARE MADE OF 20GA ASTM ALPINE GALV. STEEL MEETING GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 .0 PSF DRWG AA46 OR B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF EMOM SMALL BE LAJERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION Ly ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF JDM USEE "R F THIS 2,DA CONNECTCRS PEA DRAWINGS 130. 150 & 16DA-F. DESIGN SIANDAADS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 37. CONFLAM -/APPLICABLE PROVISIONS Of NOS & TPV AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR RO EA TOT 0 PSF O/A LEN. 25 SEAL ON THIS DRAWING APPLIES 70 THE COMPONENT DEPICTED HERE DRYWALL. APPLICATION. FURNISH A COPY T IS DUR.FAC. 1 .25 IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRA . 1!�:: S S "A " j I E SPACING 24.0" ITYPF comn ---TPI - TAUll 'LATE �111T�TUTI._ 1111, . 19B, WAIID., 1), JIM 1111,111,11.ICA WOOD CONSTRUCIt W job: (9-0293) LOT 5 �/ T3 --- THIS QWG. PAEPAAiO BY THE ALPINE JOB OESIGNEA_PROGRAM FROM TRUSS FA'S LAYOUT TOP CHORD 2x_�SP #2 N 100 MPH WIND. 15 00 FT MEAN HGT, SBCCL BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. N6T LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. IN LIEU OF RIGID SHEATHING; A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC� MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W4X5(H) W4 6 12 5 C:;,-- WI.5_X3_ Wl.5X3 W2X6(Al) W2X6(Al) W3X7 WbX4 25* 2' 25' 2' -F Rv-1036# U-540# W-3-8 Rv-1036# U-540# W-3"B TAG T3 SEG 52415 PLATE-WAVE TP195 TPI-95 (STD) QTY= 2 PLIES= I TOTAL= 2 REV. 18.2c4 SCALE =0.2669 ALPINE ENGINEERED PRODUCTS. INC TRUSSES REOUIRE EXTREME CARE 02/11/99 TC LL 20 .0 PSF REF )()(IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T TC DL 7 .0 PSF OATE 02/11/99 FAILURE To BUIL.0 THE TRUSS IN CONFORMANCE WITH QSTB8 BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP 114231 A BC OL 10 .0 PSF DRWG A446 CA B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER JDM TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF CONNECTORS PER DRAWINGS t30. 150 & t6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE I T E 0 F CONFOPH W/A PPLICABLE PROVISIONS OF NOS & TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FDA PROPER TOT�LO. 37 .0 PSF O/A LEN. 25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTIONN CONTRA SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY THIS OUR.FAC. 1 . 25 N -TPI - TRUSS PLATE INSTITUTE NOS - 1991 NATIONAL OESIGN SPECIFICATION FOR WOOD CONSTRUCTI Ed D SPACING 24.0" ITYPF hipS jot): (9-0293) LOT 5 / T2 THIS OWG. PREPARED BY THE ALPINE OOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #1 Dense : T2 2x4 SP #2 N: 100 MPH WIND, 15.00 FT MEAN HGT. SBCCI, 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 OL - 5.0 PSF. IN LIEU OF RIGID SHEATHING: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 9' 7' 9' W4X5(R) W4)6 12 W2X5(Ai) W2X5(Al) W3X4 WJX4 wi.5X3 L 25' --1 25' .2 Rv-1035# U=540# W=3"8 Av-1036# U-540# W-3"B TAG T2 SEG 52410 PLATE-WAVE TP195 TPI-95 (STD) QT`Y= 2 PLIES= I TOTAL= 2 REV. 18.2c4 SCALE =0.2669 ALPINE ENGINEERED PAMUCTS INC IRUSSES REOUIRE EXTREME CARE **IMP OR T ANT**SHALL NOT BE RESPONSIBLE FO'R ANY WARNING IN HANDLING. ERECTION AND 02111/99 TC LL 20 .0 PSF REF W2X5 CEVIATION FRO. THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING SEE HIS-91 BY TPI. SEE THIS DESIGN T TC DL 7 .0 PSF DATE 02/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTEIB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED. TOP E3C OL 10 .0 PSF ORWG A446 CA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOITO. CHORD BC LL 0 .0 PSF JDM CONNECTORS PER DRAWINGS 130. ISO F. 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTA�CHEO RIGID CEILING_- T E 0 F SEE '' I :I _ , TOT.LO. 37 .0 PSF D/A LEN. 25 CONFOR.-/APPLICABLE PROVISIONS OF NOS 9 TPt. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER SH SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERC DRYWALL APPLICATION. FURNISH A"COP OF THIS 1 .25 IDUR.FAC. IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE RE CT.CN CON'.C TOR. TRUSS ERECTION CONTRACT IqPArTN(-, ;)4 ,0" ITVPF h i Ds DO: (9-02931 LOT 5 / TI THIS DWG. PREPARED BY THE ALPINE JOB_OESIGNER PROGRAM-FAOM--TPUSS MFR'S LAYOUT TOP CHORD 2x4 Sp #I Dense 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI. BOT CHORD 2x4 SP 02 N ENCLOSED BLDG. LOCATED ANYWHERE IN ROOF. WEBS 2x4 SP #3 WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF. RECOMMENDED CAMBER 114" AT MIDSPAN BETWEEN BEARINGS. IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00" OC. #1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7' 7' W4X WI.5X3 W 8 8 T 12 W2XiO(B5R)l :"2X W XIO(B5R) u U X WI.5XA w3x:�, WI.5X4 25' 2' 25' 2- 7- 11' 7' 42B# 428# Rv-1903# U=930# W-3"B Rv-1903# U-930# W-Y8 TAG TI SEG 52406 PLATE-WAVE TP195 TPI-95 (STD) QTY= 2 PLIES= I TOTAL= 2 REV. 18.2c4 SCALE =0.2669 ALPINE ENGINEERED PRODUCTS INC TRUSSESOREQUIRE TREKE CARE 02/11/99 TC LL 20 .0 PSF REF )(*IMPORTANT**SMALL NOT BE RESPONSIBLE FOR' AN' WARNING IN HAN LING, EEPECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN s T TC DL 7 .0 PSF DATE 02/11/99 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI� FOR ADDI71ONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10.0 PSF ORWG A445 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORE) SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 PSF JDM CONNECTuA� PER DRAWINGS 130. 150& 16OA-F. DESIGN STANDARDS WITH PROPERLY A77AC14ED RIGID CEILING -- SEE I I F ALP I ME 7EC I CAL UPDATE (7/1/9 1)LF�PROPER !- 37.0 PSF O/A LEN 25 OR W ALL APPLI CATE T FURNISH A Copy OF TH IS D SI G T 0 S ERECTION CONTRACTOR CONFORM W/APPLICABLE PROVISIONS OF NOS & TPI, TOT.LD. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 4, 1 1 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY THE S *, . 5 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. SIG E SPE N HE T-� H . D DUR.FAC. 1 .2 i hips T�j - TRUSS ATE NSTITUTE I,- - N Cl F I CTA TI ON F OR WOOD CONS TRUCT ION SPACING see abovelTYPE -iow HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL TRUSS PLATE IN q TITI ITE 563 D'Onoftio Dr.,Suite 200 PLATE CONNECTED WOOD TRUSSES Madison,Wisconsin 63719 (608)833-6900 Itis the responsibilkyof the instalter(buffder,buddinacontractorlicensedconuactor. truss industry, but must, due to the nature of responsibilities involved, be erectoror erection contractord to propedy receive.unload.store,handle, inst0and presented asaguidefortheuseof aqualified building designer or installer.Thus, brace metal plate connected wood trusses to protect ft and U=erty,The installer the Truss Plate Institute,Inc.expressly disclaims any responsibility for damages must exercise the same high degree of safety awareness as with any otherstructural arising from the use, application or reliance on the recommendations and material.TPI does not intend these recommendations to be interpreted as superior information contained herein by building designers,installers,and others.Copyright to the project Architect!s or Engineer's design specification for handling,installing 0 by Truss Plate Institute, Inc. All rights reserved.This document or any part and bracing wood trusses for a particular roof or floor.These recommendations are thereof must not be reproduced in any form without written permission of the based upon the collective experience of leading technical personnel in the wood publisher.Printed in the United States of America. TRUSSSTORAGE Frame I TOP CHORD i TOP CHORD DIAGONAL BRACE 12 4 or greater MINIMUM LATERAL BRACE SPACING(DBS) SPAN PITCH SPACING(LBS) r#tr ssesl SPIDF SPF/HF Up to 32' 12 8' 1 20 is over 32'-48' 4/12 6' 10 7 -60' 4/12 51 6 4 Over48' over 60' See a registered professional engineer DF-Douglas Fir-Larch SP-Southern Pine HF-Hem-Fir SPF-Spruce-Pine-Fir Continuous Top Chord —All lateral braces Lateral Brace Required lapped at least 2 Z trusses. 101 or Greater Attachment Required 00, Top chords that are laterally braced can buckle ft4e '-N iogetherandcausecollapsaitthereisnodiago- nal bracing.Diagonal bracing should be nailed to the underside of the top Chord when purlins, are attached to the topside of the top chord. PITCHED�TRUSS TOP CHORD MINIMUM TOPCHORD DIAGONALBRACE 12 >1 PITCH LATERAL BRACE SPACING (DBS) 5 SPAN DIFFERENCE SPACING(LBS) [#trusses] SP/DF I SPF/HF UD to 28' 2.5 7' 17 12 Over 28'-42' 3.0 6' 9 Over 42'-60' 3.0 5' 5 Over 60' See a registered professional engineer DF Douglas Fir-Larch SP-Southern Pine HF Hem-Fir SPF-Spruce-Pine-Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 trusses. 10*or Greater Required Attachment 2-5, 1� ep Top chords that are laterally bracedcan buckle togartherand cause collapse if there is nod iago- nal bracing.Diagonal bracing should be nailed to the underside of the top chord when purlins Olt 41, are attached to the topside of the top chord. SCISSORS TRUSS Frame 3 TOPCHORD 2x4/2x6 PARALLEL Continuous TOPCHORD DIAGONAL BRACE CHORD TRUSS Top Chord MINIMUM LATERAL BRACE SPACING (DB,) Lateral Brace # trusses Required SPAN DEPTH SPACING(LBS) #trus Top Chords that are laterally braced can buck Is SP/DF F/H F together and cause collapse ifthere is no diago- 10"or Greater Up to 32' 30" 8' 16 10 nal bracing.Diagonal bracing should be nailed to the underside of the top chord when purlins Over 32'-48' 42" 6 6 _7_ attached to the topsido of the top chord. Over 48'-60' 48" 5. are 4 2 Over 60' See a registered professional engin er Attach... DF-Douglas Fir-Larch SP-Southern Pine Required HF-Hem-Fir SPF-Spruce-Pine-Fir 20. lorrjs see Spr/jfp.21 0.,. 301 or greater All later 1 01 braces lapped at least two trusses. ZThe end =45VO diagonal brace for cantilevered End diagonals are essential for trusses must be stability and must be duplicated on placed on vertical both ends of the truss system. webs in line with the support. 4X2 PARALLEL CHORD TRUSS:TOP CHORD] Continuous Top Chord Top chords that are laterally braced can buckle Lateral Brace together and cause collapse if there is no diago- Required nal bracing.Diagonal bracing should be nailed to the underside of the top chord when purline 10"or Greater i i are attached to the lopaide of the top chord. ---------- Attachment 30,(o Required 1S sea IDS) O.C. 31/.' Trusses musthave lum- bar oriented in the hori- All lateral zontal direction to use braces lapped this brace spacing. at least two trusses. =450 End diagonals are essential for stability and must be duplicated on both ends of the truss system. FrameS EITHER ONE OF THESE PLATE LOCATIONS IS ACCEPTABLE VARIES PIGGYBACK Ll n 11 1 SUPPORTING TRUSS SEE ENGINEERED DESIGN PIGGYBACK SPECIAL PLATE IS TO BE ATTACHED TO BOTH FACES OF PIGGYBACK e EACH VERTICAL SPACING OF PLATES MUST NOT EXCEED 4' -0' ON CENTER. ' SPECIAL PLATE IS TO BE 2X4 #3* HEMLFIR OF- BETTER ATTACHED TO BASE TRUSS CONTINUOUS LATERAL BRACING W/ 4-10d NAILS EACH FACE e 24,1 o. c. ATTACH TO EACH TOP CHORD WITH 2- 16d NAILS, BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE. SUPPORT BY ERECTION CONTRACTOR. Typical Piggyback Truss Detail MAXIMUM NUMBER OF ROWS OF NAILS CHORD SIZE NAIL TYPE 2X4 2X6 -2X8- 2XI01 2XI21 81) BOX 3 5 8 to 1-1 -- I 9 j3 101) BOX 2 5 . 7 1 12D BOX 2 5 7 9 1110 A - EDGE UISTANCC AND PERPENDICULAR TO GRAIN SPACING <7 DIAMETERS). 16D BOX 2 4 6 0 R - END DISTANCC AND PARALLEL TO GRAIN SPACING (15 DIAMETERS). Pon pox p 5- 7-- C - DISTANCE ROWS ARE TO DE STAGGERED (7-1/2 DIAMETERS). 61) COMMON a- 4. —6 4) LI 10D COMMON 2 4 5 7 9 121) COMMON 2 4 5 7 9, X6 41 9 9 16D COMMON 2 3 5 7 8 20D COMMON 1 3 5 7 0.120X&S'f GUN 3 5 7 10 12 0.131=1 GUN 2 4 6 9 11 0.120X3.01 GUN 3 5 7 10 12 DEARING DLOCK TO DE SAME SPECIES, 0.13IX3.0' GUN a 4 1 6 .1 9 It SIZE AND CRAVE AS CHORD. MINIMUM NAIL SPACING DISTANCES DISTANCES NAIL TYPE: A B c OD BOX 13/16' 1-3/4' 778' IOD BOX 15/16" 1-15/16' 1, 12D BOX 15/16' 1-15/16' 1' 16D BOX jo 2-1/J6' 1-1/16' -1H 2O]D pny 1-1/16' 2-1/4' -1/0, 8D COMMON 15/16' 2' it 101) COMMON 1-1/16' 2-1/4' 1-1/8' NOTH OF MOCK AS PectrIED 12D COMMON 1-146' 2-1/4' 1-1/0' -0--�PENGINEEREVWAVIAQ. 01 16D COMMON 1-3/16' 2-7/16' 1-1/4' (121 MINIMUM - Z4' MAXIMUM) 20D COMMON 1-3/8' 2-7/8' 1-7/16' 0.120X2.5' GUN 718'-- 1-13/16 15/13' 0.131XZS' GUN 1511V 2' 11 0.12OX3.01 GUN 7/8' 1-13/16 15/16' 0.131X3,0' GUN J5/16' po 11 B139 Beuing Block Nail ,Spa' cm* g Detail TOP CROAD 2X4 $0, PINE #2 N , CXCEPT AS SkOWN (Xxx) SOT CYNCOSAf IX4 $0. PINE 12 N IX4 $0, PI)qC #3 PAQVIDC UPLIrT CONNECTIONS AT ICARING::A: IN.DICATCD. UpUrt 1 330# 2001 1 4;4 �j. 11 cu btl Lac, + ++ ot #2 HIP OR COMMON TRUSS VPL Ir? IASCD ON ip.q Psr TOTAL vrAD LuAk. WIND SPECD s I 10 KOK MCAN HOTo a 17,3 M*ENCLMED (SIC) WIND ANALYSIS ALSO COMPLIES WITH SOUTH fLGAIDA JUILDING CODE rai 120 MPH AND 30o 0 fT MEAN HUGHT, #1 HIP TRUSS PAQVIDC VPLIrT CONNECTIONS AT )CARING$ At INDICATM UPUrT 3800 4300 Lac, + ++ UPL I rT IA$CD ON 10.0 P:F TOTAL DCAD LOAM WIND SPEED v 110 MPK MCAN NOT,is t&& rTe Q=:CD (SIC) XIND ANALYSIS ALSO COMPLIC: WITH :GUTH rUIRIBA 71 MAX, (RtF, LAYOUT) BUILDING CODE rOR 120 MPH AND =0 FT WAN XCIGHT, x (2) 16d TOENAILS, XX (3) 16d TOENAILS, OR xx TRULOX WITH 4 NAILS AS PER DRAWING 1, 158, 989/R. Xt At I.3X4 9x? + 31 51 7 1 OVER 2 SUPPORTS END AND CORNER JACKS HIP JACK COMOr Set D etail (A) 06 OR LAROCR SM PINC At VALLEY RArTC)t (1) 2X4 $0, PllqC N3 CRIPPLC ( XAX 14CIW 60-31) (C) RX4 $0, PINC #3 CRIPPLC (KAX MCIW-V-30) M-16d NAILS, C D) ZXd OR LAROCR SO, PINC it VALLEY:WICR NOTrj VALLCY RArTER (D) MUST NOT 3C 01%Lr= :IZC THAN THAT Or D) A) TOENAILED. VALLEY RArTER (A) s. 4 ".. %4 t NOT0 RCrCR TO VALLEY DETAIL $MEET =14UPPORTING TRUSS Q JRACINO DETAILS. PLYWO103D 0 $HEAT7H113!NG <C) (3)-16d NAILSs (3), (C) MAX HEIGHT WITH IX4 IT' BRACE IS 9'-10' TOENAILEDO 4 C) (B), (C) MAX HEIGHT WITH ZX4 IT' BRACE IS ll'-2' "Lso )TI FOR IX4 AND 2X4 IT' BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. SUPPORTIN(i TRUSSES-'*' FASTEN IX4 IT' BRACE TO CRIPPLE W17H 8d NAILS AT 4' MC, e 248 D. r. MAX SPACING FASTEN ZX4 IT' BRACE TO CRIPPLE WITH 16d NAILS AT 4' D. C. GIRDER x IN LIEU OF PLYWOOD SHEATHING, W CONTINUOUS LATERAL BRACING (HEM-FIR OR BETTER) AT 24* IL Q MUST BC ATTACHED TO THE UNDERSIDE OF THE TOP CHORD or,THe Titusses SUPPORTING THE VALLEY AREA. THE CONTINUOUS LATERAL BRACING MUST EXTEND AND BE ATTACHED TO THE FIRST TRUSS THAT HAS SHEATHING DIRECTLY COMMON TRUSSES e Z41 0. C. ATTACHED TO THE TOP CHORD, AT CACH END OF THC VALLEY. ATTACH CONTINUOUS LATERAL BRACING TO EACH TRUSS WITH (2) Od NAILS, NOTEi THIS OPTION HAY ONLY BE USED IF THE SUPPORTING TRUSS HAS BEEN DESIGNED WITH PURLINS AT 24' O- C- SPACING ON TOP CHORD. 4 t4l C6 C. 0) KINC AArTrQ m_wl PAtU. TKMILCI TM 41%) YAUCT AAncu Cltlfr" IXTO AIDOC 3W2 m-44d . __ ___FJT I M-14d '"i S 8 C I$ m A L I uncu FAM 71m( :Z�� CC:D:�6 TR=jEs e 24' 0. C. 41-01 (1) (Typl�U (TYPICAL) FRAIMGPLA.N ((V.Igd KULS, TOWIL0 MPICAU 0 MATHING Valley Ra:ftF./.L TAM TOP QWU m-m"AluotmILtv Two capftc a"m Detal TOP CHORD ZX4 SP #2 VA=Y WD &WING tr X4 =Igo, %X4 13 W-filt OR 3 rA SOT CHORD 2X4 SP 02, 2X4 spr ma, ancx) sp vzo OR ex3cx) spr oz NO MAY SCOUX WEIS ZX4 SP #3 4 3 NO YA'tgltIAV I I I ATTACH EACH VALLEY HCHSCR TO CACN*i�46TING TRUSS OWN to A tvt Am vot WIRD, Alma g7l; VITH (1) 16d NAIL rOR 100 MPH AND%W.-16d RAILS FOR LAN MA Vatl VIXTICALS WT AAC OYCA 7*W 14L OPLY W 110 MPH, TOCNAILCD (SCE DCTAIL)o ; JJPIAIrT 3ASED ON 3 C. UK a c As vr) mcxlcx AYTACK WA od 131 MEAN HEIGHT, ASCE 7-88, AND HININYX Zpsf TOP ;rT 60 Or� WINO MYCAIAL To Ic zurr.113 IY 4 . "A"i CHORD DEAD LOAD, =TIM CONtAWTOR, xx LARGER SPANS MAY BE BUILT AS LONG At THE VERTICAL WAIRW Vk=YEATICA.WIGHT KAY 140T 0=1 W-0'- HEIGHT DOES NOT EXCEED 121-O's NOTE, BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOV9 &WPUTU4 TAUS$ TOP CHM 1941HO JIMSS JW OMOS UNDClt VALLCY :CT WtT NAVC SHCATWINO x 2X3 MAY BE RIPPED FROM A ZX6 (PITCHED OR SQUARE), atACM III TV4 WITH RAILS SPACED PrA COC Itcoulituals. UIC JX4 CWINUOUS LATCRAL )AAC93 AT t4f 0.r., MAX 3AA= AAC I IC 13 MCK-f It OR 3CTTCA ATT!"CHo Russ TOP OW ITH (1) $4114AILS, �ATfAAL )RAW T (1) 16d RAIL EXTEND I P) T TO THE r It: Titus$ THAT CUT FROM 2X6 OR TOENAILED ++ HAS W114 b A TO TK TOP 00'tk,CV or LARGER-AS REQUIRED. tAw TAU S93 MY Ic USED Ix T 13 OPTIC14 MAY ONLY IC UtCb tr TKC TOP CM1 Or THC SUPP TAUSS HAS SUN ZWOM W1114?VALIKS AT 440 0.C. CONNECTION 4-0-0 (XV5 DETAILS 3OUARE CUT 307TOM CHORD COMMON TRUSSES 2- 24' 0. C. VALLEY PITCHED CUT JOTTOM CHORD VALLEY 16-0-0 VALLEY SET t 24' 0. C. Wr 0 To a tus WS, a 0 an ATTU64my YT Cgo P VAUXY 55�- mum 3OU 30 J>VA PARTUL MZAMVG PLAN k 6-0-0 (MAX SPACTN tow Trussed Valley D otail NOM 'kACING Vp -4 TYPICAL RECOMMENDE B' e SINGLE PLY -ATTICS, :-.'RE:PER TO INDIVIDUAL ENGINEER61--bRAWINGS + = 2X6 STR13NGBACK FOR REQUIRED BRACINGI W1 3-16d NAILS, )K = 2x8 #1 DENSE SYP SCAB ONE FACE W/ 12a e 81f 0. co + + v L.j lal HK 12, Hitt Attic Truss Bracing D etail THIS DRAWING SPECIFIES REPAIRS'.FQA- A TRUSS WITH BROKEN WEBS$ VARNINGi THIS DESIGN IS VALlDhO.UqY FOR A SINGLE PLY TRUSS WITH DAMAGED WEBS 2x4 SIZE AND43 SQT-:PINE GRADE. IN ADDITION A MAXIMUM Or ONE BREAK PER WEB AWD 2 BROKEN WEBS PER TRUSS ARE ALLOWED. CONTACT HOLMES LUMBEKJr.OR REPAIRS THAT DO NOT COMPLY + WITH THIS DETAIL. (B) a DAMAGED AREA 121 MAXIMU14 LENGTH OF BREAK- IN WEB, (S) a (2)-2x4 SO., PINE #3 SCA3S. MINIMUM LENGTH Of SCAB MUST BE THE GREATER OFt 1. 68' + LENGTH OF DAMAGED AREA (2). MINIMUM OF 34' ON BOTH SIDES-OF THE DANA= AREA. OR E. 80% OF THE ORIGINAL WED LENGTH. ATTACH ONE SCAB TO EACH FACE OF THE WCB'-WITH A DOUBLE 34' K ROW OF 10d COMMON WIRE MAILS SPACED 4' O. C. STAGGERED. Broken' Web Remp pair D otail NAILING rOR TRULOX PLATO 0. 1310 X 1.3731 TRUSS NAILS OR rQUAL CIRCLCD NUMBERS :NOV NUMSEXIM MAIL$ RCQUIACD,. OR rILL ALL HOLC$. HOM THC APPLICATION Or TRULOX RAIL PLATCS MUST IC SUPCRYI$CD Ir THC TRUSS KANUFACTURCR OR WILDING OrrICIAL. NOTEs RCrCR TO ALPINC DCSIGN r0A SUPPORTING TRUSS, ADDITIONAL NAILIN4 MAY It ACQUIRED MR HULTI-MCNIER SUPPORTING TRUSZ NOM CHORD SIZC Ot JQTH TAUSSCS MUST CXCCED PLATE VIDTN CHART #1 AND CHORD LUMICR Or IDTH TRUSSM MUST It SCL PINC, CONNECTION TRULOX NAILS DOVN 13R UP PLATE A 600# . 3x6 6 Ixg 1000W 3 jo X TRLUX NAIL PLATE SUPPORTINO TRUSS 60'MAX. TYPICAL'**� CHART #2 CONNECTION TRULOX NAILS )K W DOWN OR UP PLATE A 600# 3X6 6 A a # 3x 8 0 # 3x 0 10 # ---5y L.&I 4 5 12 4 # 5y p I V, 0 5X14 18-- 2000# 6X20 20 0 0,io Trulox Connectioy Dele DTMFNSIQ FASTEqERS Ems an NS so to MODEL AV an NO W H CARRYING CARRIED ULT no MEMBER MEMBER Ow to to M " as WA VA an an 06 am to HUS26 1-V8 3-1/8 3 14-16d , 6-16d 10000 DOUG FIR-LARCH/SOUITHERN PINE ALLOWABLE LOADS UPLIFT. U JFT FLOOR $NOW CONST W IND 0A C-1-25) x 122) 1.5-50 1550 P.565 P.950 3205 :3315 SPRUCE-PINE-FIR ALLOWABLE LOADS UPLIF UPLIFT CONSTJ WIND 160) 11 FLOOR SNO (12,S) ( 1005 1390 1556 21,55 Z,175 2540 1 2580 1. Uplift loads have been Increased- 33% and 6OX for earthquake or wind to4ding with no f gr I ncrease oA towed. Reduce by 337. and 60% : � , normal loading such os In cantilever construction, Simpson H U- S26 DO ME SHZiR JOISTHANOW AVG 10 44.t lilt% lie �.L VU4- I c , I V 04 C', 410951 166 j 33V. *O*rl( thtr ol f var 110-1 for 6 too. toos On Ojrthq�o. 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ATTACH SITE PLAN INDICATING THE FOLLOWING: a) Site topography, including proposed grade changes b) Existing and proposed buildings and other improvements with dimensions and required setbacks c) Tree protection zones as applicable d) Location, DBH and species of all trees vAth a DBH of six inches or greater e) Location, DBH and species of all trees vAth DBH of less than six inches proposed to be used for mitigation f) Specify trees of unique or special character g) Each tree proposed for removal clearly marked vAth a "X" h) All existing and new trees proposed to be used for mitigation clearly marked vAth brackets "[ I" 1) Location of utilities, easements and material storage areas 9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE BY-RED SURVEYORS RIBBON. 10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MQ5 BE CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON. 1 l. .INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CITY OF ATLANTIC BEACH: /7/ APPLICANTS SIGNATURE DATE OWNERS SIGNATURE DATE APPROVED : TREE CONSERVATION BOARD CHAIRMAN DATE I a ar--%l NNN01W Nftor%oo' v 6� b 4"mi [woo % a BEING A REPLAT OF LOTS 2 THROUGH 11, FRANCis COVE, AS FECOFD=D IN PLAT BOOK 50, PAGES 67 AND 67A OF THE CURFLENT PUBLIC RECORDS 0 DUVAL COUNTY, FLORLDA CITY OF ATLANTIC BEACH, FLORIDA FRANCIS AVENUE (55' R/W) (40 FOOT RIGHT-OF-WAY BY ED SMITH SUBDIVISION PLAT FOOT RIGHT-OF-WAY BY E.H. DONNER'S SUBDIVISION PLA I AOM100ow 3411.00' 61.00' 50.00' .00' 60.w- !cL 11 --------- --------- -4'.W MONUMENT W( '0 8-RL 0' WL-1 20' ift - 2 2 20' 8ft g ci g 0 0 0 0 I- . -i al ci COS c; I 10'x10' JEAEE 04 10': 20' M 2(r Wk 2o' aRL. L 20' SRL EA., -- 1----------- --------------- - "��15-' UTIUTY- _ EASEMENT 5' UTIUT EASEMENT I'q 50.00' 60.00' 61.00, C-0 ------------------ SIC 7-7 7-7 20' BRL 0' BRL 20' BRL 2 wl wi '0 '0 0) Z t6b w im 0 0 -03 iol o/ -1 20' BRL L20� m 20' 20' BRL 7� L 1001 !E_1EAQ_ 014, 5 JEAE FOUND I T03749730-*E 61.0f I TO F4!73'(TE-5 10 r MONUM TRA T -"Aff 161.00 0. 5.55' S0015700"E 7-21-00' 3.13Wr� . --# S001311