The URL can be used to link to this page

Permit 1519 Jordan Street 1 10BADDRFm1 S 1 a a-.-,f r cn '�- TYPE WOR1Y 1h n��4 PROPERTY OWNER_ °r S I M EFHONE CONTRACTOR TELEPHONE 'f re,2 �2M f PERMIT NUMBER DATE / v I V-9/0) INSPECT30NS. FOOTING SLAB_ TIE BEAM LINTEL X,g.iL111T G FRAMINGiCOYER UP INSULATION FINAL B17ILDING /� 5_ C C ERTMCAT E OF DCCDPANCF� r-�/ ELECTRICAL PERMIT# - INSPECTIONS RODGEf - FINAL MECSANIC 4L PERWT# INSPECTIONS 'ROUIW !2- 2!A)- -Q ITIYAL PLVMBING PMMn oo IN3PEC77ONS ROMPUNDER SLAB ) 3 l dl - TOPODT R- 2t;) p-!WATER/SEWER F17VAL o NOTFS- NOTICE TO: Water Department FROM: Building Department lir .., r DATE: _= ___ _-'-- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number -------------------- ------------- --------------------------- --____-------------- ------------- --------------------------- -------------------- ------------- --------------------------- ------------------- ------------- --------------------------- ------------------- Sincerely, - t Pat Harris Building Department CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 1519 JORDAN STREET Owner: Beaches Habitat ATLANTIC B EACH, FL 32233 P.O. Box 50939 Jacksonville Beach, FI 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 21657 Date: 10/2912001 , p DON C. FOR , C. O. Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: f 4ddress: 1519 JORDAN STREET Owner: Beaches Habitat ATLANTIC B EACH, FL 32233 P.O. Box 50939 Jacksonville Beach, FI 32250 construction Type: WOOD FRAME se Classification: SINGLE FAMILY ermit Number: 21657 ate: 10/29/2001 DON C. FORD, CA-G. st in a conspicuous space _^ J BUILDING, PLANIVINGAND ZONING INSPECTIONDEPARTHENT CITY 0FATLANTIC BEACH, FLORIDA CERTIFIC4 TE OF OCCUP.4NCY WORKSHEET Date Requested: Building Contracto Building Permit Number: Address : Legal Description: Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as d / Lowest Floor Elevation : required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY l v Fire �> Public Works �� ,� - C f ��' r�g-0� Planning f % �? - / A9 Building --1" MAP SHOWING BDUNDAR Y SURVEY DE., THE SOUTH 15. 78 FEET OF LOT 3, TOGETHER WITH THE NORTH 34.22 FEET OF LOT 2, BLOCK 2, ED SMITH SUBDIVISION, AS RECORDED IN PLAT BOOK 26, PAGE 50 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. - � I LOT /Z BLOCK Z I LOT /j BLOCK Z f011N0%"/,QON'p/oE /LeGG�fI S00 • /f ' 00"E S-0. 00' /L6G�4f/ 44 77 " �`/f.7.6 r ` 94,ft, —' ¢6 8 T NI N • o NIN o l v Woop Olp EG DC 0 vlv m V 14 O 0 0 IH VINYL S401,V4 v 2Ef/DE�/CE , ►. I o O R111AED AWlerawrlowlljz s 8 j I13 I O 0 0• qy• m ( e}I�. 78 34. ZZ' –ti 40. 28, 8/.03 —tom--- —v–-- (//N/J/ oNo/�E N00'/5.00"w 50, 00' i�`F��GL¢kCNPiPE 45 GG fl .JORDAN STREET NOTES: GO' f/d//T o/--k114 1) BEARINGS ARE BASED ON THE EAST RIGHT–OF–WAY LINE OF JORDAN STREET AS BEING N.00°15'00"E. BY PLAT. f � 'q'' 2) NO BUILDING RESTRICTION LINE SHOWN ON RECORD PLAT, THERE ARE RESTRICTION LINES BY ZONING AND THERE MAY BE EASEMENTS THAT AFFECT THIS PROPERTY THAT ARE ' "'` '' RECORDED IN THE PUBLIC RECORDS OF THIS COUNTY THAT aero < < ARE NOT SHOWN ON THIS SURVEY. 3) THIS PROPERTY LIES IN FLOOD ZONE "X" WHICH IS THE '3 _ AREA DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD ACCORDING TO FLOOD INSURANCE RATE MAP REVISED 4/17/89, COMMUNITY PANEL NO. 120075 0001 D. PREPARED FOR THE BENEFIT OF. PEelGY MSEWEN o ' i FLOODPLAIN DEVELOPMENT INFORMATION Location:: Type of Development: S�6GPnjrc,�, , Flood Zone: J Required Lowest Floor Elevation: �. If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the propo d developme ---- Date oZ/3 Applicant's Si nature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department tzx �)j 1(r*— Q - Building Department Representative CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 .s a ' , :,$�QCATIaNI".INFQRIuIATrolva INFOR ATI NK ., _ :.a . Permit Number: 22642 Address: 1519 JORDAN STREET Permit Type: MECHANICAL ATLANTIC B EACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: q :o�rvlwER 111=0 1 �►T oil : Improv. Cost: w Date Issued: 9/07/2001 Name: Beaches Habitat Total Fees: 43.00 Address: P.O. Box 50939 Amount Paid: 43.00 Jacksonville Beach, FI 32250 Date Paid: 9/07/2001 Phone: (904)241-1222 Work Desc: INSTALL HVAC .a tRACTQ __S �Y�; .. � ° � ,;, ,. : y ':.AP LlEa► 1011I�.:F ES` , .��;� ` ��`� OCEAN STATE HEAT &AIR PERAAiT ° .,• 43.00 Afov n Afix,." s +, 'i � .. .? F , A i , w FINAL 0pm x w! �; *:r�x• <`"res , a� NOTICES INSPEC UST BE AT.LEAST.24 HOURS ""RI TO INSPECTION BUILDING MATERIARUBBISFF yEBRIS FROM THIS WORK MUST NOT BE CED'IN BLIC SPACE,AND MUST BE CLEARED UP,AND.HA AWAY BY EITHER CONTRACTOR OR O ER "FAILURE TO COMPLI WITH T�'' NSTRU LION LIEN AgAN REISRI T IN THE PROPERTY OWNER Pa► ENTS ISSUED ACCORDING TO APPROVE ' Wlllc RT bF I l AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO NS'"OA (43.88 14 Wet 9/87/81 81 Receipt: BW36 16782 'ATLANTIC BEACH BUILDING DEPT. M1MM3E216M BUILDING AND ZONING NSPECTION DIVISION CITY OF ATLANTIC BEACH An AIMC aaACH.FLORIDA 32=3 APPLICATION FOR MECHANICAL PERMIT CALL•iN NUMBER IMPCRTANT—Applicant to complete all items in secticns i, II, III, and IV. LOCATION I. Street Address. 7� C S A,--A- OF � CF Intersecting Stroorr: Between And WILING i subsdfvisien (I. IDENTIFICATION —To be completed by ail applicants. In consideration of permit given for doing the work as described In the above ststsmant we hereby agree to perform said work in accordance with this attec4d plans and toacificetions which are a part hereof and in accordance with the CIty of Jecisonviils ordinenees and standards of good.prectice listed therein. Nene of Mechanical Contractors Coairntor{yrint{ �� S L/.4 C Master (_ Nana s he emet Sign ser etherised Aganf eel ar Engines 1 III. GiNUAL INFOR Type of hwNng fedi H IS 4TH NSTRUC:TON BEING OONEgN Efesfste THIS WiLm. TET Q t„ a• Lr a Nehral Cas"utility IF YES, Vve NUMBERI�S�MJ{CTION Q Qg PERMIT �1r Q Other Specify IV. MICNANlCAL 101,1110MINT TO It INSTALLiO NATURE OF WORK IFracist.complete list of campemeMs an bask of itch fart 6-�gResidential or Q Commercial �Nsst a Specs a Recessed �CenMl a Flees PJ New Building Cenddisnlagt a Reels ❑ Existing Building System= Metwis, TTriskn--S ❑ Replacement of existing system (j cf.nL Il� New Installation(No system previously Inatalled{ Mninwm r epaclF/ ❑ Extension or add-on to existing system Q Refrigesetien ❑ Other—Specify Q Cooling level Capacity S p+m• Q Rre goiaNens Mass-bag et heeds Q Bmter Q MenRft Q Elralete► (nrwbwl THIS SPA=Poi OIRACt Usk ONLY • Q.CeesYeo permA---�no"bwl (Reeefedl . Q. Ta+e Inesnier) ROMA& Q LNG anldnr 'nembwl Q untied ptawro vessel hnmii Approved by Ddo Q lellere Q QtY.F—Specify teRnit Fee LIST ALL EQUIPMENT ,Lim CONEIMOMING AND RZFRIGRRATION ZQU930M pppeeeerrbs� NumberTJetta Do@-1vtl- YaddNmubsr Hanuraccurer ('isaeaI �,ieeeBr CUv fU U C HEATING-FURNACES. SOILF1t.4.FIRFRLAC ZS Number t7ntts Dusdptloe Medd Number Yanufaoturer (Ii )I ,i'rf S' v. F ovt cit a1 G v�•s 4Gct r— C-- TANKS Rev X-r x-0"cavagar Zyp.L%W4 iguana at S,el.l A�t sea Dlmeeslms Cmtsteea ]6eco�otteee No. L( � f�/ v� ,e r / n 1 � .----i CS � (1JJ� o' �C� ' � �" � � � �,�s ��-�a� ��f 9�� le � 9 �",�� G �''� �� r I CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tet: 247-5826-Fax:247-5877 ELECTRICAL PERMIT Permit Number: 22507 Address: 1519 JORDAN STREET Permit Type: ELECTRICAL ATLANTIC B EACH, FL 32233 Township: Range: Book: Class of Work: NEW Lot(s): Block: Section: Proposed Use: SINGLE FAMILY Sudvision: Square Feet: Parcel Number. Est. Value: Improv. Cost: Date Issued: 8/1712001 - rhes 1 ,0939 ddss Tota! Fees: 45 k 1 Beach, Fl 32250 Amount Paid: }` 41 :1. :. Date Paid: 811 I NTI ' ERVIC Work Desc: CS4/ 50AMP5 240V CABLERW- N _ .. = 45.00 CMA ELECTRICAL NTRAGT S OF FL ERMIT � >4 Yse yk aI'» s_ y ^x fie'e a•`" 'Ym.++it: ��II r t Sf"s '�. a Ulm w 'e' •nry !+x s' ROUGH ELECTIC CTMR , Z � K rn h NOTICE — INSPECT uS41 U�BI* Q T BURS PEAR TO INSPECTION BUILDING MATERIAL, RUBBISH hdD ISRf7 �i MUST N40 B #LACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAU AW/ Y ' TH R< ONT CTS � " JNER "FAILURE TO COMPLY WITH THE CON ' RI;fC1 - N 1-AW CAN RIESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS ISSUED ACCORDING TO APPROVED PLANS IC LAW.RE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE $45.N 14 ATLANTIC BEACH BUILDING DEPT. Date: 8/17/91 91 Receipt: W2H9 CHECrS N1NN3221N8 Aug 14 01 11 : 20e Informat'On Systfms Ana-2a?-Set)5 I° 1 CITY OF ATLANTIC BEACH, FLORIDA APPLICATION ?OIL ELECTRICAL PERMIT To tHE CHIEF ELECTRICAL IMSFicrop: pATE:4��""J _w_ •1��i IMPORTANT NOTICE. IN CCNSIOERATION Gf PERMIT GIVEN FOR DOING TF!t WORK AS DESCRIkED ;N THE =rJLLCW'HIi, NE HtflEaY .AGREw YO FtRFOR:M SAID AIORK 'N ACCORDANCE WITH THEA [ACHED PLAN-i ANO SKCIFICATIONS, WetCH AREA PART HEREOF, AND !N ACCORDANCE'NlTfi'rHI :i.CTR!CAL R`OULNTION5, CODES AND WY OF ATLANTIC 3 ..ACH ORDINANCES. EL, CfFIt,AL FIRM: T M AIrJAN, IGYATLJRE .,_,„,�_�,,,,__,,,�,_•�UFINEYMAN� NAME r ADDAM! OLD”.Size r, SiiyWEEN: RI S.IV, NT.i 1 COMM.( PUSLI 1 I INDUS.( I NEW( I OLD t I NEW.I I AOOITION( I TRAILER' 1 I WAP.1 I SIGNS I I ._ ,.�_-_�SC.FT,—.-----. SKAVICK; NEW W,�INCREASE( 1 REPAIR i 1 IO CONDUCTOR 31'4E �AMPStJ,COPPER f..! ALum.r I_ SIMTCH OR gAEAKEtt f ,AMPS y._ tM W T EXIST.BENV.Sti-E A fin 'H W{ VOLT„ g/10EWA --- Tl FEEDERS NO. SIZE"a._ SIZE ! Nu, SIZE LIGHTING OUTLE73 _CONCEALED' CVEN TC TAL _ RiCEPTACLES_ _ CONCEALED _.._ _. OPEN p,�p aril, f1 100>:.rr.r aWt7�NE9 FLUCIRESCENT air M.V. s.. ......_� �. __......_w.� ... __t_e_k_LL TAAXSF. AIR H.P.RATING I WRFIATIgO CONOI710NtNG COMP.MOTOR OTHER MOTORS AMPS ,CEIL HEA": ."44FAT MOTORS H.P, VOLT.4Gf PH9 NO. N.P. VOLTAC19 PMS TRANSFOAm R UNUER�� Nil OVER 600 Vim,_ L....__..._�.._�... � I I NO, KVA NO. 'KVA _ NO.NEON TRAN51". NO. VA. MA. ; MOTOR SIZE S'WITCli I FLAbrf; EACH SIGN _.._ FORNIAROEC TOTAL FEET a4 Beaches Habitat Disbursement Record Payable To C480,� ,V ,�, Check # Amount 6 Check Date 7 7 z� Signature Date a 1 Reason for Expenditure 7- ?--V O2-z�, S / 7- 2-1 2ZI Total �,a CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SENNOLE ROAD-ATLANTIC BEACH,FL 32233-TEL 247-6M-FAX: 247-SWn Permit Number: 21589 Address: 1519 Jordan Street Permit Type: TREE REMOVAL Atlantic Beach, FI 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est Value: Parcel Number. Improv. Cost: INI " ATl N Date issued: 3/08/2001 Name: Beaches Habitat Total Fees: Address: P.O. Box 50939 Amount Paid: Jacksonville Bead, FI 32250 Date Paid: Phone: (904)241-1222 Work Desc: Tree Removal S4" 01, ! fEIS BEACHES HABITAT TREE BOARD COMPLIANCE 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. AT NTIC CH BUILDING DEPT. CITY OF ATLANTIC BEACH I TREE REMOVAL APPLICATION i All applications must submitted with seven(7) copies and received by_5 PM on Friday ten (10) days prior to the scheduled meeting in order to be placed on the agenda * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. V 939 JZ,��i,JYiuE 3 2z q o APPLICANT NA ADDRESS TELEPHONE I 2. 15-19 S7. / zrUg i c- c 3 7-2-3 ADDRESS OR LEGAL DESCRIPTI OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: ny-g 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑ YES ;E(NO ❑ NOT SURE 5. PROPERTY ZONING: 70�tESIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER * EXTERIOR ZONE** // i++ Diameter at Breast Height(D.B.H.) is measured at 4.5 feet above grade. To accuratelyIt diameter, measure the trunk circumference and divide by 3.14. Diameter of 1�m�JJg*�in/ det ermine determinvi{ l,v ___.",..circumference ' ko 1 tpaw �n 13,y 4 1 1 f }� { � 1 y � / 1 � I r7 AK r F 9 ii , CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT PERMIT INI` J 'I I. N 100AWRINFORMATION , Permit Number: 21700 Address: 1519 Jordan Street Permit Type: PLUMBING Atlantic Beach, FI 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 4/02/2001 Name: Beaches Habitat Total Fees: 46.50 Address: P.O. Box 50939 Amount Paid: 46.50 - Jacksonville Beach, Ft 32250 Date Paid: 4/02/2001 Phone: (904)241-1222 Work Desc: New Fixtures/Habitat NTRACTOR -- _} ;iCATIOI FEE ! PERMIT 46.50 I FINAL NOTICE- INSPECTIONS MOST 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 CQNTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE.CONSTRU.CTION 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 Vh y _ Of I ,t (46.58 14 ATLANTIC BEACH BUILDING DEPT. Cate: 4/82/8101 Receipt: 884611875 Y }' CITY OF AMANTIC BEACH APPLICATION FOR PLUMBING PERMTT JOB LOCATION: pSIcj S6KoOPj S% OWNER OF PROPERTY : .5 6_AC 1-l.�5S AA4 t T-4 T TELEPHONE NO. PLUMBING CONTRACTOR a 4T G {3Cv fv%n% " & G 0 . CONTRACTOR' S ADDRESS : 13997 16FACU &vim STATE LICENSE NUMBER: C FC a 2 2 5 93 TELEPHONE : ZZ3- 3585 ��';��!-•.,. '� HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS Z LAVATORY I WATER HEATERS z BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE. "",' FLOOR DRAINS SHOWER PANS SEWER 1 WATER RE P I PE OTHER TOTAL FIXTURES : q x $3 . 50 $ 15 . 00 `1��. S ,`r. •" ,. ..: 1 — MINIMUM PERMIT FEE - $25 . 00 _SIGNATURE OF OWNER: ALM SIGNATURE OF CONTRACTOR: ------------------------------------------ ------- ----- - INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WI,THI", ' THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE',, CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (909 ) 297-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR -INSPECTION,',- PRIOR TO COVERING UP - (909) 297-5839 "'�' CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT I1�tFORMATION LC CATIt314INFOR1�lA'tifOM Permit Number: 21557 Address: 1519 Jordan Street Permit Type: BUILDING Atlantic Beach, FI 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 55,347.00 O !ItNER INFORMATICIN Date Issued: 3/20/2001 Name: Beaches Habitat Total Fees: 2,057.14 Address: P.O. Box 50939 Amount Paid: 2,057.14 Jacksonville Beach, FI 32250 Date Paid: 3/20/2001 Phone: (904)241-1222 Work Desc: New Single Family Home ^ CONTRACTORtSs` , =t 4 z ICATION FEES BEACHES HABITAT PERMIT 0.00 WATER IMPACT FEE 54 350.00 SEWER IMPACT FEE S`q 1,250.00 WATER METER/TAP go 85.00 RADON GAS-H.R.S. 1 1 5.77 RADON CAB 5% ? 0.30 CAPITAL IMPROVE. S? 325.00 CROSS CONNECTION S 35.00 CONST.SURCHARGE } 5.46 SCHARGE/ATL.BCH. 7 b' 0.51 I I :. 0 :...m 66 ,mac i� TREE BARRICADES TING SLAB INSULATION COMER UFS ' FINAL CERTIF/OCCUPANCY NOTICE- INSPECTIONS°MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOTE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR 00 OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN'LAW SAN 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. PA r� APR 10 2001 Y of ABa uc Bch. Operator: DSMITH ATLANTIC BEACH BUILDING DEPT. Date: 4/10/81 81 Receipt: 9948240 Total Payment $2057.14 RECEIVED PROPERTY DESCRIPTION �F pool Lot # 3 , Block # 2 Section # 01ty of Atkantit, 66�dh Subdivision: 6z Sm/ §61069 And ZCM1 0, Street Name , DESCRIPTION OF WORK or Address: /S�? Jo"/1l&' ,�TCA/V72 7C (If in a FDOOD HAZARD Flood Zone: area complete page 3) �/ Brief Description_ IW4-t lzy l� �Z Class of Work: (New/ _ a Remodel/Addition: — ZONING INFORMATION Type of Construction:AJZA ?, Birt-Q Zoning Proposed District: Use: !/qL Estimated Value $ Exceptions or Variances Materials: ( Granted: Solid or Filled Ground: 504L7 Roof:F'J/ ?46l // " Method of Heating: L/�M7".PV&,p OWNER INFORMATION Property Owner: Sexwes lk,31 TAT Phone: QG//-/2-a-?- Mailing Address E. QAC/<SoN✓/� ap" . F46A/w Zip: Z CONTRACTOR INFORMATION Contractor: S�yyt�, Phone: Mailing Address: Zip: Expiration 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 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 PE T IS CONT GENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND U PORTING TA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. i Owner Signature DATE -2 Contractor Signature DATE SWORN AND SUBSCRIBED BEFORE ME BY ��C�l_ l�b1A/1 THIS DAY OF 1319- �l A 0 NOTARY PUB C �• 4� Carol A Marcello * `r*My COMM'S510n CC943448 Expires June 08,2004 i CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION ' All anulications must submitted with seven(7) copies and received by 5 PM on Friday ten (10) da vs prior to the scheduled meeting in order to be placed on the aLrenda. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. 1. CSS' il ' p0 �n s�939�Ac/� �►�r 3 a //-/2-2z- APPLICANT-NAME AD RETS TELEPHONE 2. / /9 Sr. 3 2-z-3 ADDRESS OR LEGAL DESCRIPT10114 OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: a "RdL4--s - 4.HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES ;K,NO ❑ NOT SURE 5. PROPERTY ZONING: -5RESIDENTTAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: 4F(dzyt-0 l-►Z"�°� INTERIOR OR SPECIES DIAMETER * EXTERIOR ZONE** y'� N� � *Diameter at Breast Height(D.BIL)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and.divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediateiv shove the 7. SITE PLAN/TREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height (DBH) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an"X". f) Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging,paint or tape. C) The front property comers must be marked by stakes or paint indicating the Lot Number or Address. 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE H, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. Ap 'cant's Si ature Date Owner's Signafdre Date CITY USE ONLY:, Tree Conservation Board Chairperson Date 57 _ r f ( f, } I 0� Q F AN -10 t I f 1 It hj1 l � �' oc (? 36507 is•ins ent was re ared b Pa e: '8 *�+ p Y Ga e: 1 13 O � VIA/ Filed 8 Recorded 'q P.O. Box 50939 02/15/2001 10:52:58 AH JIM FULLER 0► Jacksonville Beach,Florida 32240 CLERK CIRCUIT COURT Cn .s DUVAL COUNTY u ., d . TRUST FUND $ 1.04 RECORDING # 5.00 L7 NOTICE OF.COMMENCEMENT STATE OF FLORIDA Permit No.: COUNTY OF DUVAL Tax Folio No.: 0 The undersigned hereby gives notice that improvements will be made to certain realroe and P p rtY� in accordance with section 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1. Description of prope :(legal description of property and street address if available) /.S19 #r�Ni IC 82",14--oe"4 37-2 So OF t�07-3/ &d c r 2, . - Sc.3�,Y�s��.Jn.��s 96Cor�� ;a �T I&OA ,26 rP.1l-G SSD Q� ,� P4414 C /1.r�`�S G'� 2V V,,4<- `(�✓� 2. General description of improvements: To build a single family residence 3. Owner Information: a. Name and Address: Habitat For Humanity Of The Jacksonville Beaches,Inc. P.O. Box 50939,Jacksonville Beach, FL 32240 b. Owner's interest in the site of the improvements: 100% C. Name and Address of fee simple title holder(if other than owner) :N/A 4. Contractor: a. Name and Address:/aABi7,9.:Fal-1—WE W11mA1417iFS PL 7:�E-:54c-r00V1coE P. 0. S0 9301�io2iv� 3 221!t� b. Phone Number: C. Fax Number:(optional, if service by fax is acceptable) 5. Surety on any payment bond: NONE 6. Name of any lender making a loan for the construction of the improvements: N/A 7. Persons within the State of Florida designated by owner upon whom notices may be served as provided by Section 713.13(1) (a)7,Florida Statutes: P.O.Box 50939,Jacksonville Beach, FL 32240 Phone: (904)241-1222 Facsimile: (904),241-4310 8. In addition to himself, owner designates the following person to receive a copy of the lienor's notice as provided in Section 713.13 (1)(b),Florida Statute(Name,Bank and Address): NIA 9. Expiration date of notice of commencement: 1 year from the date of recording. The foregoing instrurpentwas acknowledged before HABIT4/ LE OR H �NITY OF THE me this day of 200j,by JACKS BEA ,INC.— IL �,who [�s personally known to me or Build.ers . FirstSource X11 °� . Truss Co . FirstSburce 6550 Roosevelt Blvd. Jacksonville, Florida 32244 Phone: (904) 772-6100 Fax: (904) 772-1973 JOB: J010298 CUSTOMER: HABITAT LOCATION: JORDAN BUILD SET I. Truss Takeoff II. Layout III. Engineering IV. Framing Details V. Simpson Strong-Tie Hanger Details VI. HIB-91 Summary Sheet Builders FirstSource. Policy re: Repair, correction or rebuilding of faulty trusses. This company is not liable or subject to any backcharges levied against it by a customer unless that customer so notifies Builders FirstSource in writing of the problem and allows Builders FirstSource a reasonable amount of time to correct, alter or remake the truss or trusses to solve the existing problem. (J010296--LOT - J010298--LOT T2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS I OINENSIONS) SUaNITTED IT TRUSS MFR. TOP CHORD 2x4 SP f2 Dense 100 NPH WIND, 15.00 FT MEAN NGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN BOT CHORD 2x4 SP /2 Dense 8.50 FT FROM ROOF EDGE. WIND TC OL - 5.0 PSF, WINO BC OL - S.0 PSF. WEBS 2x4 SP /3 DEFLECTION MEETS L/240.00 LIVE /IIID L/180.00 TOTAL LOAD. I - I W4X5(R) It W3X4Te W4X5(R) D i4W1.5X3 4: :::2W I.5X3 NoB 4 r � 3-3I-15 . ..8.1-2 1 N3X7a W4X4= W3X7a W3X5(A1) Ta W3X5(A1) s I_ 9-0-0 t_ 10-0-0 _I_ 9-0.0 _t ir 28-0-0 Over 2 Supports R-1106 U=540 W-3.5' R-1106 U-540 W-3.5- PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 OTY:2 FL 1 R - Scale -.25' Ft. .—MARRING.—TRUSSES RI OUIRE EVTREME CAAE IR FABRICATION. NAMING. SNIPPING.INSTALLING AN TC LL 20.0 PSF REF JAX--66710 BRACING. REFER 70.11'91 (MANGLING INSTALLING AND SPACING). PUILISHfO 6,rpt (TRUSS PLATE INSTITUTE. S93 O'ONOFRIG OR..SUITE 200.MADISON.NI S3719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FJMCTIONS.UNLESS OTHERWISE INDICATED.100 CHORD SMALL MAY(PROPERLY ATTACHED TC DL 7.0 PSF DATE 10/31/00 SIROC TTRIAL PANELS.10TTOM CHORD SMALL WAVE A PROPERLY AFTACMED 41410 CEILING. —IMPORTANT— VURAISN A COPT Or THIS O(SI4N TO TNf INSTALLATION CONTRACTOR.ALPINE ENGINEERED 8C DL 10.0 PSF DRW aFSUSJAX 00305012 PROOTICTS. INC.f"It NOT SE RESPONSIBLE FOR ART Of IIATION FROM THIS DESIGN: ANY FAILURE TO ALPINE WILD TME TRUSSES{M CBRFORMIMCE YITM TIF.01 fAS41tlT6NG.HANDLING.SNIPgNG. INSTALLING AND BC LL 0.0 PSF 8F5 ENG /FA BRACING Or TRUSS(S. ?NIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS BY NOS(NATIONAL DESIGN COHNECTORSI AREON PMAOESOFOBY ZOGAIHE ASMWAA653 SNAGRICAN NLLI+NSft(LFREECEPT AS NOTE.All TAMQYACOq[LTORS TO TOT.LD. 37.0 PSF SEON - 74386 EACH FAC(OF TRUSS.ARO UNLESS OTHERWISE LOCATED ON THIS DESIGN.POSITION CONNECTOR$PER DIUWIIKS IGD A.Z. THE SEAL OM THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING OUR.EAC, 1.25 FROM THB nslNders First$DUTGe RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Or THIS 1Rck6DmNIle.FL COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Or THE BUILDING DESIGNER.PER SPACING 24.0" ANSI/TPI 1 I)95.SECTION 2. 1Z\2,�0 0 �V. CAA 3Q o. 8 TATE OF Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation /sORIOP ` � Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 `j� This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 0010298--LOT - J010298--LOT T3) THIS DWG PREPARED fROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS NFR. TOP CHORD 2x4 SP #2 Dense 100 MPH MIND, 15.00 FT MEAN MGT. SBC, ENCLOSED BLDG, NOT LOCATED WITHIN BOT CHORD 2x4 SP f2 Dense 8.50 FT FROM ROOF EDGE. WINO TC OL - 5.0 PSF. WINO BC OL - 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/240.00 LIVE AD L/180.00 TOTAL LOAD. W4X5(R) N W4X6 a W1.SX3 W1.5X30 4 r —T 4 W 3-1I1-15 W3X79a W3X4= W3X4= W3%5(Al) s W3X5(Al) SRI tl 2.BI 11 -Ji 11-0.0 I 6-0-0 1_ 11-0-0 _1 iG 28-0-0 Over 2 Supports R-1106 U-540 W-3.5' R-1106 U-540 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 OTY:2 FL 1 R - Scale -.25"/Ft. --WAAIIING-- TRUSSES REQUIRE(TIMING CANE IN FABRICATION, NMOL I46. SNIPPING. INSTALLING ANO TC LL 20.0 PSF REF JAX--66711 SMCIN6. REFER TO HII.91 ("AWOL INGINSE 200TALLING AND BRACING). PUBLISHED IT TPI (TRUSS PLATE PfRFOR.ING THFSE FUINSTITUTE. S13 4TI0 S*UNLESSTOTNEIYIS[O INDICATED.TOPISON.It ICNGID SHALLFOR FNINE PROPERLY ATTACHED TC DL 7.0 PSF ITO DATE 10/31/00 STRUCTURAL PANELS.BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED 01610 CEILING. -INFOR TANI-- FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED BC DL 10.0 PSF DRW BFSUSJAX 00305013 PRODUCTS. INC.SHALL NOT BE RESOONSIBLE FOR ANY DEVIATION FRO.THIS DESIGN: ANY FAILURE TO ALPINE BUILD INE TRUSSES 1.CONFORMNCE NIT.TTA:W FABRICATING.HANDLING.SHIPPING.INSTALLING ANG BC LL 0.0 PSF BFS-ENG /FA SPICING OF TRUSSES. THIS OES16K CONFORHS WITH APPLICABLE PROVISIONS OF BIOS(PIT ZONAL DESIGN BOB IS CONN[CTORSFICATIAR[HA09 BOE O10BY 20RATHE AKE ASTH SSDAOUD 4lFN FOR BY,I AND RIECEOT 1SION)ANOTEO�THE. YILTALPINE GONRCiglf TO TOT.L0. 37.0 PSF SEON - 74389 EACH FACE OF TAUSS.AND UNLESS OTHERWISE LOCATED ON THIS DESIGN.POSITION CONNECTORS PER DRAWINGS 160 A.1. THE SEAL ON THIS DRAWING INGICATES ACCEPTANCE OF PROf[SSIONAL ENGINEERING DUR.FAC. 1.25 FROM THB RESPONS MLI TV SOLELY FOR THE THUS$COMONENT DESIGN INOWN. THE SUITABILITY AND MOOT THIS T.�C1fT]'OOrV'1� COMONE NT FOR ANY PARTICULAR BUILDING 13 THE RESPONSIBILITY OF THE BUILDING DESIGNER.rEIt $PACING 24.0 ANSI/TPI I-199S SECTION 2. ART CA9 '(1F C 880 STATE OF Q Apex Technology is a fictitious name owned b Jax ex Technology Inc.,a Florida C O��pN Ai BY Y AP SY 04.241.5200 D— G Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 N -Phis drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 (JO10298-•LOT - J010298--LOT T4) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS R DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP /2 Dense 100 MPH WINO, 15.00 FT MEAN MGT. SBC. ENCLOSED BLDG, NOT LOCATED WITHIN BOT CHORD 2x4 SP }2 Dense 8.50 FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF. WINO BC OL - 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W4X5(R) B W4X5(R) N W3X41* W3X4ANr 4F- -,4 ` 4-7-15 ri 1-2 N1.5X3 N W3X4a W3X4s W1.5X3 BI W3X5(AI) � W3X5(A1) Wit W3X4 fs MJi L- 13-0-0 I z-0•o I 13-0-0 I 28-0-0 Over 2 Supports R-1106 U-540 W-3.5- R-1106 U-540 W-3.5- PLT TYP. Wave TPI-95 Design Criteria: TPI STO 18.20 QTY:2 FL 1 R - Scale -.25"/Ft. -•WARNI N6- TRUSSES REQUIRE EIrREME CARE 11 FABRICATION. HANDLING. SNIEI RB, 10TALLIRG AND BR.Ac1HGtCfCA To Ntl•fl (HANDLING INSTALLING AND GRACING). PARLISNED AT 701 (TRUSS EATS TC LL 20.0 PSF REF JAX--66 7 1 Z tuinruit. L7 D-oMOrtto on..SUITE EDD.no1SoN.YI sM9). FOR SAFETT PRACTICES PRIOR TO TC DL 7.0 PSF DATE 10/31/00 PfRFORMIHG THESE FUNCTIONS.UNLESS OTHERWISE INDICATED.TOP CHORD SHALL HAVE PROP(RLT ATTACHED f"UCIURAL PANEIf,IDTTOM 1-1—11 011 A""I'll ATTACHED 11110 C111116, -•IMPORTANT•• fURRISN A COPT Of THIS DESIGN TO TME INSTALLATION CONTRACTOR.ALPINE ENGINEERED BC OL 10.0 PSF ORN BFSUSJAX 00305014 PRODUCTS. INC.SMALL NOT BE RESPORSIILE FOR ARV DEf1AT10R FROM THIS DESIGN: ANI FAILURE TO BUILD iE TRUSSES IN CONFWUUNCE WITH TPI:OR PAGRICATIPG.NARDLING.SNIPPING. INSTALLING AND A L P I N E GRACING OF TRUSSES. ?NIS DESIGN CONFORM WITH APPLICABLE Pt VISIONS OF NDS(RATIONAL DESIGN BC LL 0.0 P SF BF S-ENG /FA SPECIFICATION PUBLISNED IT TN(A"ERIC.AN FOREST A"PAPER ASSOCIATION)Uro TPI. .LPtNE TOT.LO. 37.0 PSF SEAN - 74392 CoMNECT0a3 IN NAPE OF 2DGA AST"A655 GRAD GALV.STEEL.(SLEPT AS NOTED. APPLE CONNECTdIS TO EAC"FACE Of TRUSS.AND UNLESS OTHERWISE LOCATED OM THIS DESIGN.POSITION CONNECTORS PER ONAWIMGS 160 A I. iN[SGl OR TNIS DNA.IN6 IRDICII ACC[PfAMCF Of MOr[5519NA1 ENGINEERING OUR.FAC. 1.25 FROM THB liulEdlxf FirstSowee COAOIE1TJM ANI111 SLPARTICCUULAIIRUIL01%13 IN(TRESPONSIII111T1HN*Of THE BUILDINGTHE IO(SITV GNER.E ER Of rN15 AckNDTmfk,FL A"I'1 la»f SECTIGR 2. SPACING 24.0' V N CA9 o 48 aTE OF Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Cis OR{O Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 REO This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 (JOI0298-•LOT - J010298--LOT TS) 70I5 DWG PREPARED FROM COMPUTER INPUT (LOADS 3 DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 20 SP ;2 Dense 100 MPH WIND. 15.00 FT MEAN MGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN BOT CHORD 2x4 SP /2 Dense BAD FT FROM ROOF EDGE. WIND TC DL - 5.0 PSF, WIND BC OL — S.0 PSF. ' WEBS 2x4 SP {3 DEFLECTION MEETS L/240.00 LIVE ANO L/180.00 TOTAL LOAD. W4X4= W1.5X3 W1.5X3 4 4-11-15 1-2ri 1 W3X4= W3X41a W3X4s W3X5(Al) ONE W3X5(A1) 8 �2� 1•?•8 I_ 14-0-0 _i_ 14-0-0 i. 28-0-0 Over 2 Supports R-1106 U-540 W-3.5' R-1106 U-540 W-3.5- PLT TYP. Wave TPI-95 Design Criteria: TPI STO 18.2f3 OTY:10 FL 1 R - Scale -.25• Ft. •SNACING. REFER RTOSMIEES t91( (MAMOUNO INSTALIRE EXTREME CARE LING 490CINACI-41. MtISNEO IV TPI E(TRUSS IPLATNG E TC LL 20.0 PSF REF JAX-•66713 oERFORMIYG THESE FUNCTIONS.S63 O'CROFRIC tUNLESSTOTHERWISE OISON.W1 INDICATED.TOPSCHORD SHALLFWAVEPRACTICES PROPERLY ATTACHED TC DL 7.0 PSF DATE 10/31/00 SIMIICTURAL PANELS,1011011 CHORD SHALL NAVE A—1111 ATTACHED 1IB10 CEILING. --IMPORTANT-- FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE EIKIMEESEO BC OL 10.0 PSF DRW BFSUSJAX 0030SCIS PRODUCTS. INC.SMALL NOT EE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGR: ANY FAILURE TO AL P I N E BUILD THE rtussis to COMFONMANCE NIrH In;OR FABRICATING.HANDLING,SNIPPING, INSTALLING AMC BRACNG Of TRUSSES. THIS DESIGN COMPORMS NITM APPLICABLE PROVISIONS Of NOS(NATIONAL DESIGN BC LL 0.0 PSF BFS-ENG /FA I SP(CFICATION PU1LISHED 1T THE AMERICAN FOREST ANO PAPER ASSOCIATION)AND TPI. ALPINE TOT.LD. 37.0 PSF SEON - 74395 CONMEC TONS ARE MAOI Of YOGA ASTM 44$3 GRAD GALE.STEEL,110EPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS.AND Out ESS OTMERNISE LOCATED DN THIS DESIGN.POSITION CONNECTORS PER DRAWINGS IGD A.I. THE SEAL OR THIS DRAWING IMOICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING DUR.FAC. 1.25 FROM THB Builders FIT Ile,FL CC CON(INERT FORFANY PARTICULAR WILDING 1111 FOR THE TRUSS COMPONENT 5 TME TRESPOISIN1111 ILITY Of THE BUILDINGWN, IHI ITI AND U11 DESIGNER.PER THIS Ja:kEmailk,FL ANSIITPI 1.1995 SECTION 1. S PACING 24.0' I$ CA9 �Z IF C �� 8 EOF Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation is ,ORIIDNG�� Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 cKE�E This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 (JO10298--LOT - J010298--LOT JI) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP f2 Dense 100 MPH WIND, 15.00 FT MEAN MGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN BOT CHORD 2x4 SP f2 Dense ROOF, WIND TC OL - 6.0 PSF, WIND BC OL - S.0 PSF. WEBS DEFLECTION MEETS L/240.00 LIVE ACID 1./180.00 TOTAL LOAD. 1O516 R-165 T 4 r- 2 7-15 2-7-15 R-73 U-180 W2X4( 1) R= IE1 z e Ig 7-0-12 _I --7-0-0 Over 3 Supports--� R-350 U-190 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 OTY:16 FL/-/l/-/-IRI- Scale -.375' Ft. •-HARNISG-• TRUSSES REQUIRE ETTREHE CARE IN FABRICATION. NAMOLING. SNIPPING.INSTALLING AND TC LL 20.0 PSF REF JAX--66714 BWACING. N[i IN TO RTB•al (NANKING INSTALLING AND GRACING). PUILISNED IT TPI (TRUSS PLATE IOR TO PENT ORHING THESE FUNCIIOXSi..ESSINSTITUTE. S63 Q'QSQFRIO ON.. TOTHERWISE INDICATED,TOP CROWD E 200.MADISON,NJ S3719). F SHNII HAVE OR SAFETY PROPERLY CTICES ATTACCHED TC OL 7.0 PSF DATE 10/31/00 f ti Jr TUNAL PANELS.SOtTOM CxORO SSI HAVE A PROPERLY ATTACHED RIGID CEILING. •-(RPnRTANT•- FURNISH A COAT OF THIS DESIGN TO THK INSTALLATION CONTRACTOR.ALVIN(ENGINEERED BC OL 10.0 PSF DRW BFSUSJAX 00305016 "3C?JC'i. IN.:.SHALL NOT at RESPONSIBLE FDA ANT DEVIATION FROM THIS DESIGN: ANY FAILURE TO F� E'a:LO THE TRUSSES IN CONFORHRNCE WITH TPI;OR FABRICATING,HANDLING.SNIPPING. INSTALLING AND ALPINE �— 4RACINO 11" J T0.USSEf. THIS DESIGN CONfORRs■IT.APPLICABLE.011110X5 OF IDS(NATIONAL DESIGN BC LL 0.0 PSF BFS-ENG /FA SPEC If ICAT10N PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION)AND TPI. ALVINE CONNECTORS ARE RADE Of 20GAASTM AGS3 IRAD GALA.STEEL.EXERT AS NOTED. APPLY CONNECTORS TO TOT-L D. 37.0 PSF SEON - 74398 EACH FACE OF TRUSS.AND UXLISS OTHERWISE LOCATED.THIS OESIGN.POSITION CONNECTORS PER ORANIAGE 160 A Q, THE SIAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL INGIMEE.111 DUR,FAC. 1.2 5 FROM TH8 BuilVlers FirslSourcc RESPO FDA SOLED FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS I+CItSOIRllk.fl Aal/TP1T1`lSSSNS[CTITICULAR BUILDING 1S THE RESPONSIBILITY OF THE IUILDING DESIGNER.PER SPACING 24.0 Qi 03 I. CAR IFI 3 � � No.488 -Ns ST T 0 Q ORI ED ENG Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.3200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including 11IB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 (J0102,g8 LOT - J010298--LOT J2 5' CJ) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS NFR, TOP CHORD 2x4 SP t}2 Dense 100 MPH WIND. 15.00 FT MEAN NGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN BOT CHORD 2x4 SP #2 Dense ROOF, WINO TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF- WEBS DEFLECTION MEETS L/240.00 LIVE A110 l/180.00 TOTAL 10A0. 4 (— f R-112 ` T 1-11-1511 pp 1 11 15 8 a-d9 U-180 W2X4( 1) INN t �� z B;IF 5-0-12 -5-0.0 Over 3 Supports—INi R-280 U-180 W-3.5- PLT TVP. Wave TPI 95 Desi n Criteria: TPl STO 18.2f3 OTY:8 FL/-/11-/-/R/- Scale -.375"/Ft. •-YARNING.•• TRUSSES REQUIRE COREME CARE IN FAM1CAilOM, NAMOLINO. SNIPPING. 105 AILING,ANO TC LL 20.0 PSF REF JAX--66715 SPACING. 'It"TO NI1.91 (HANDLING INSTALLING 490[RACING). PUSt ISH(O 11 TPI (TRUSS PLATE INSTITUTE. SS3 O'ONOFRIO ON..SUITE 200.PAOISON.Wt S1)19). FOR SAFETY PRACTICES PRIOR TO NSA"MIND THESE FUNCTIONS.UNLESS OTHIRNISF INDICATED,TOP CNORO SMALL MALE"OPENLY ATTACHED TC OL 7.0 PSF DATE 10/31/00 STNUCTURAL PANELS.SUTTON CHORD SMALL NAY(A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— fARNISN A COPY Of THIS DESIGN TO THE INSTALLATION CONTNACTON.ALPINE(MGI MINES BC DL 10.0 PSF DRW BFSUSAIAX 003050IY PRODUCTS. [NC.SMALL NOT 1(RESPONSISLI FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO A L P I N E ITS THE TRUSSES IN COVORMANCE WITH TPI:OR FAIRICATING.HANDLING.SHIPPING, INSTALLING AND B C LL 0.0 PSF 8FS-ENG /FA 'RACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICASL(PROVISIONS Of NDS(NATIONAL 013161 SPECIFICATION PUBLISHED SY IN AMERICAN FOREST AND PAPER ASSOCIATION)AND TVI. ALPINE CONNECTORS ARE MADE OF 904A AfIN AAS]SAID GALT.STEEL.EICEPT AS NOTED. APPLY CONNECTORS r0 TOT.LD. 37.0 PSF SEON - 74401 EACH FACE Or TAUS'.ANO URFSf aTMERWi ff IDEATED ON TNI'Of SIGN.POSITION CONN[Ci0R5 PEN ORAWING$IGD A J. THE RAL ON THIS DRAWING INDICATES ACC(PTAACE Of PROFESSIONAL ENSINEININ4 D UR.FAC. 1.25 FROM THB Buitda2 Fint$OTxCO I[SPOM91'ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TNC SUITAIf[Err Axa USE OF THIS )BCYBUYFII(q COMP04141 1011 411 PARTICULAR 901 Lot IS TH(RESPONSIGILITI OF TME IUILOING OESIGNFA.NfR SPACING 24.0* "'I'T"1-1995 SECTION 2. d V. CA IF[C No. 03 ATE OR,O Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including H][B-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-9I has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 (J010298•-LOT - J010298--LOT J3 3' CJ) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 100 MPH MIND, 15.00 FT MEAN MGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN 80T CHORD 2x4 SP #2 Dense ROOF, MIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. WEBS DEFLECTION MEETS L/240.00 LIVE MIO L/180.00 T6TAL LOAD. 4 r 1—15R-51 1-3 15 T 15 R-25 U-180 W2X4( 1) NOT F 14 2 eal� 3 0-12—� 3-0.0 Over 3 Supports II R-216 U-180 W-3.5' - PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 OTY:8 FL/-/11-/-/R/- Scale -.375' Ft. ••WAANING•- TRUSSES RE041AC EXTREME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND TC LL 20.0 PSF REF JAX•-66716 BRACING. REFER TO NI8-91 (MANGLING INSTALLING AND ORAC(MG). PUIL(SNEO Er rPI (TRUSS KATE OR TO PERFORMING THESE FUNCTIONS.UNLESSINSTITUTE. 563 O'OWOFAIO OR.. TOTHERWISEZ . DINDICATED.TOP CHORDWE S3119). FSHALLFMAnPRACTICES PROPERLY ATPIT TACHEDT C OL 7.0 PSF DATE 10/31/00 STRUCTURAL NANELS,IOTTOM CHORD SMALL MAK A 110PERL1 11-111 RIGID 41111 NO IMPORT BIC FURNISH A COOT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED B C OL 10.0 PSF DRW BFSUSJAr 00305018 IRDIYCTS. INC.SMALL NOT R RESPONSISLE FOR ANT INITIATION FROM THIS DESIGN: ANY FAILURE TO A L P I N E GUILD THE TRUSSES IN CONFORMANCE WITH TPI:04 FAQ/CATING.MANGLING.SNIPPING,INSTALLING AND 'AACIRI OF TRUSSES. THIS Of SIGN CONFORMS WITH APRLICABLE PROVISIONS OF NOS(NATIONAL DESIGN 8C LL 0.0 PSF BFS•ENG /FA CONNECTORSIPI. ALPINE — ARIMOESOF 20"KO IV A�SIRAA9f3A&RIO CALF..SSTEEL.11CF TN FOREST AIM PAPER IASI"TED. TAPPLY CONNECTORS TO TOT.LD. 37.0 PSF SEON - 74404 EACH FLOE OF TRUSS.AMC UNLESS OTHERWISE LOCATED ON THIS DESIGN.P031TION CONNECTORS PER DRAWINGS 160 A.1. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING DUR.FAC. 1.25 FROM THB BYIIdCrS FVSESDwa IFSIONS(GIIIES SOLELT FOR TME TRUSS COMPONENT DESIGN SHOW.. THE SUITAIILIII AMO USE OF THIS JNckNOnaille,F1 ;PETPITlt I995Of PARTIC2 AR 101MRG I3 THE RESPORSIBILITT OF THE IUELOING DESIGNER.Ott SPACING 2 4.0- CA.DCA NO.4 8 ST OF � R Q D 6N Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 (Jt310298• lOT J010298--LOT J4 1' CJ) THIS OW4 PREPARED FROM COMPUTER INPUT (LOADS 4 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 100 MPH WINO, 15.00 FT MEAN MGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN 807 CHORD 2x4 SP #2 Dense ROOF, WIND TC OL - S.0 PSF, WINO BC OL 5.0 PSF. WEBS DEFLECTION MEETS L/240.00 LIVE MID L/180.00 TOTAL LOAD. R-110 4 r— Z— T -46-8-5-6 0-7-15 0y15 ..,p-8-1-2 W2X4( 1) R-18 U-180 141-2-8_I1.0.121 1-0.0 Over 3Supports R-211 U-180 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 OTY:8 FL/-/11-/-/R/- Scale —.375' Ft. -•PAR,ING•• TRUSSES REQUIRE EITACHE CANE IM FABRICATION, ..PING. SNIPPING, INSTALLING AND TC LL 20:0 PSF REF JAX•-66717 BRACING. REFER TO HI1'91 (NANOLING INSTALLING ANO BRACING). Itlfl(SRIa BY TPI (TRUSS PLATE TO PI FORMING THESENSTITUTE. 583 OFUNCTIONS.UNLESSFRIO OR.. TOTHERWISEDINDICATED.TOPICHONG$MAILFETY KATEPPROPERLY ATTACTICES ICM(O TC DL 7.0 PSF DATE 10/31/00 STRUCTURAL PANELS.BOTTOM CHORD SMALL NATE A PROPEALT ATTACN(D""'Cf ILINO. ••IMPORTANT•• FIGNIfH A COPY Of THIS Of SIGN TO TN(INSTALLATION CONTRACTOR.ALPINE INSINCERED BC DL 10.0 PSF DRW BFSUSJA%00305019 PR07U[TS. INC. SMALL NOT BE RESPONSIBLE FOR ANT DET IAT ION FROM TRIS OESISN: ANY FAILURE TO A L P I N E SIIL7 THE TRUSSES IN CONFORMANCE YIM TIE;dl FARAICAFINE.HANDLING,SNIPPING. INSTALLING AND 8C LL 0.0 PSF BFS-ENG /FA BRA-:ING Of TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLC PROVISIONS OF NOS(NATIONAL DESIGN SPECIFICATION PUBLISNEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION)AND TPI. ALPINE CONNCCTORS ARE MAO(Of taw ASTM ABSS 6RR0 GAL I.STEEL.CICIPT AS NOTEO. APPLY CONNECTORS TO TOT.LD. 37.0 PSF SEAN - 74407 EACH FACE OF TRUSS.AND UNLESS Ord(RV i SE LOCATED OH TNI$OCSTGN,POSITION CONNECTORS PEN DRAW:NGS 160 A 1 THE SEAL ON THIS DRAWIM INDICATES ACCEPTANCE Of MOVESSIONAL(RGINf ERI's DUR.FAC. 1.25 FROM THB BUIITICfS FintSauCe AISPONSIRIL(rY SOLCL,FON THE 1AUSS COMPONENT DESIGN$ NDN11, TM(SUITABILITY ANO USE Or TRIS 1actFs Firit ou COMPOMLMT FOR ANY PARTICULAR BUILOING IS INC RESPONSIBILITY OF THE BUILDING DESIGNER.PER SPACING 24.0' ANSI/iPl 11995 SECTION 2. 4P 4• CAA i 1Fi?c��C92 Q � o.4 ST E R10 EDGE Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 (JO l 298•-LOT - J010298•-LOT J5 7' HJ) THIS ONG PREPARED FROM COMPUTER INPUT (LOADS Is DIMENSIONS) SUBMITTED BY TRUSS NFR. TOP CHORD 20 SP f2 Dense 100 MPH WIND, 15.00 FT MEAN MGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN BOT CHORD 20 SP f2 Dense ROOF, WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF. WEBS 2x4 SP ;3 - HIPJACK SUPPORTS 7- 0- 0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W1.SX4 1OR5235 T 2.83 x- 2-77--115 W4X4 2 7 15 s 7 _4*i24 U-270 W2X4( 1) USE 4.1-8-8 10-0.5 `I -------9-10-13 Over 3 Supports R-387 U-240 W-4.95' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:3 FL 1 R . Scale -.375"/Ft. -MARRINGBRACING. •N[FEIt TOfHit-I!RS[TIBIAE(HANDLING *STALLING AGOASAACIND). PUBLISHED p TNPOj� I(TRUSS PLATNSTALLING ES TC LL 20.0 PSF REF JAX--66718 PSRFONMING THESE FUNCTIONSO4UNLESSTOTHERWISEOISON.N1 S3719).INDICATED.TOP CHORD SMAI}F(TT PRACTICES MAVE PROPERLY ATTACHED TC DL TO 7.0 PSF GATE 10/31/00 STRUCTURAL PANELS,SOTTQM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT-- FUNNISN A COPY OF THIS DESIGN TO IN INSTALLATION CONTRACTOR.ALPINE ENGINEERED BC DL 10.0 PSF ORW BFSUSJAx 00305020 PNOOUCTS. INC.SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESK.: ANY FAILURE TO A l P I N E BUILD THE TRUSSES IN CONIORMAHCE WITH TPI:OR FABRICATING.KANOLING.SHIPPING. INSTALLING AND /RACING Oi TRUSSES. THIS DESIGN CONFORMS NITM APPLICISLE PROVISIONS OF NDS(NATIONAL DESIGNSPECIFICATION BC LL 0.0 PSF BF$-ENG /FA CONNECTOR$AREPM(CSO OSODATAST%HE ANSSAGRNOFOREST GALE.AND STEEL.CECCATIASINOTED. TPI. APPtl CONNECTORS TO TOT.LO. 37.0 PSF SEAN - 74410 (ACM FACE OF TRUSS.AND UNLESS OTHENN(SE LOCATED OM THIS OESIGM,POSITION CONNECTORS PER ORANTNGS 140 A•E. THE SEAL ON THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR.FAC. 1.25 FROM THB BUIlders FtY3t$ptTCD ""0:ENTIFORTIMLPA0.T ICVLASC SUI LOT N�OTME TRESPONSIBILITY OF THE BUILDINGI11 DESIGGNN(*.USE PER THIS nNOkfwtL7rk,Ft A"JTPI I-1994 SECTION 2. SPACING SEE ABOVE V- CA V IFrc * No.4k803 ST TE OF 10 `� Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio Florida Engineer Business No.7347-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5 This drawing is not sufficient alone for installation. Additional instnuctions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 (JO1D298--LOT - J010298--LOT J6 7' HJ) THIS OWO PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP }2 Dense 100 MPH WIND, 15.00 FT MEAN HGT, SBC. ENCLOSED BLDG, LOCATED ANYWHERE IN BOT CHORD 2x4 SP /2 Dense ROOF, WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. WEBS 2x4 SP #3 HIPJACK SUPPORTS 7- 0. 0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/240.00 LIVE ANO L/180.00 TOTAL LOAD. W1.5X4 -23 f 10R f R-238 U-180 2.83 x-- 2-77--11511 pp 2-7-15 W4x4s Y R-f82 1 W2x4( 1) INS L-1-8.8-'a 7-7-8 -'- 2-4-1--- ---9-10-13 Over 4 Supports IN R-341 U-180 W-4.95' R-183 U-250 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 OTY:1 FLY-/11-/-/R/- Scale -.375' Ft. ••YARNING•- TRUSSES REOUIRE EITRENC CARE IN FAIRICATION. MANGLING. SNIPPING, INSTALLING AND TC LL 20.0-PSF REF JAX--66719 IMAGING. REFER TO HII-91 (HANDLING INSTALLING AND$RACING). PUBLISHED BY TPI (TRUSS PLAT[ TO PER;ORMING THESE FUNCTIONSIRS ITUTE. S43 O'ONOFNIO-OR E2 .MDINDIC TED,TOPISO%.WEI CHORDf OR SMALLERIOR WAVE PROPERLY PRACTICESAATTTACKED TC OL 7.0 PSF DATE 10/31/00 STRKTORAI PANELS.10TT014 CMOIO SMALL NAF(A IIOIER11 ATfACNEO"I"CEILING. •-IMPORTANT-- FLANISH A COPT Of THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED BC OL 10.0 PSF DRW BFSUSJAX 00305021 PR000CT5, IK.SRAM IIOi If RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO A L P I N E SUI LO TMf TRUSSES IN CONfWM1MC(WEiN TIE;a fASRIGi1K,HANDLING.SM{NIK. INSTALLING AND BC LL 0.0 PSF BF S-ENG /FA SRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICAILE PROVISIONS OF MDS(NATIONAL DESIGN SPECIFICATIOR PUBLISHED IT THE AMERICAN FOREST AND PAP(R ASSOCIATION)AND TP(. ALPINE CONNECTORS ARC NAGE OF MU ASTM A$S2 GR:0 ULT. STEEL,EICEPT AS NOTED, APPLY CONNECTORS TO TOT.LO. 37.0 PSF SEON - 74413 EAC:FACE OF TRUSS.AND UNLESS OTHERWISE LOCATED ON THIS DEST SM.POSITION CONNECTORS PER pm.IRGS ISO A.1. THE SEAL DN THIS(BRAYING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING OUR.FAC. 1.25 FROM TH8 BYIIdtR FFSI$OIYCO RESPONSIBILITY SOLELY FOR THE TRUSS COMPOMIT 0[SIGN SROM. THE SUI TAIILITY AHD USE Of THIS JBcen Firs FL COMPONENT POR All PARTICULAR SUILOING IS TME RfSPONSISIl1TY OF TME BUILDING DESIGNER,PER SPACING SEE ABOVE Anil TV,1.1995 SECTION 2. 1.i\2,�0 p 4. CA9 t IFhC��i�iY� No 488 TE F Eo Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 0 3 tly;1tNp1sj\LSCLo`'ps5`\;1rda��/' QNd N3'\dp�b0 cNd\L j0 SDN\�S3 S`NL.jtS�\�Y3�10��•\dQ11dN`"�Nt�idi ��3•�N\d b N 00 pd5 db S N\d �dN sN ,1 \ L�N3N�i 1\0\Qt S9N r33y03 N LSONt��g Orad 03tid�:*d L�ti do\a d dt�(1�u d yQ3�p5 .Z.d �33diS§) j3db9 QNNL QSL *LNd1g3N3djy3d N131QNd db iN 3NL L i0 3ad }d�\Ol L $,-1 3,. Rj d15 \NL10 RL\LSOytl6 ss \�ti L y0 d SS 55R� QdN NO\ i0 535STdN5 HS\Nti RL�NL 9NQ.31 •ON\IAN N�d n ��y i5 lssslj 5'vN'p,,p U S\'SIS AI U !L L !d S13N Oµb µpt B s�L**yd SSSS° 02 Ri µ0• b3 µpdµNlydµlp d NL 3N1 0i53 33N,asA\N10 ONS SN4•yQ 0\6.9\ 3 �j7i W�J d l0�\j;1�fT0 vrtl9µdjNp3t NSi 31SLN9"3QN0j15;3�N31\R16Ndµx3 i! hh Sp yd3p dei�i Nr SN O�1N4 NOµ&pl Qy0Njl-1 ,\A'p32\riN\µti f�� k ..•.�.. �1T 3j�Sµv 1Sddµj1y6din3Q LSN\31-dNS 35\rtf$1Q �dLSNdd 3 �W e•�~ ~�•� 1 d3`,�N\Ld ND\L11d�Td9�dµld3\QN\'\R µ�pNdi N 3 � r i0'3� µp1ND3oyb i Q'tb\i"b �a s 3dti ,,,n* do tONµ d Y � '�D4LL, °'µS0n3HS5�8�N�Qµd `oda 9 / X ytld Q3 M �� Sin31tl SN\ V vXV ° w � X Sa t3N "'o° jS a � � � • °dna s�� X 6 o SngJ�go� gi j j d �dad3� o °° ° w°O Babb oX oN�od ao.9 y a °. R Sy y� �p8� 3aad t� Xy o d �d s 3 S ald y�a�pydo a�ink `� �SdOSy O his osa 1oc a�y5 w°yyoa o doy oar Q6 z� sa g ssoX3 DV4,\ Gd vk(\ yon °o V0 yd Z%,A465 �y s�oN Y.. o aQo^`�-a No oAaso a1 CJ% j X° 199�3 4 £X ° " �y sy ds� n # 7 a�� w X .gs �� dY �3��y �y y�t�y S�5 '803 ya��a °d0°v '�X t,g° oy �'� aal� g s$QAC �Xe s sd ynS °a°° sd sus sgNS`C S�a�� a g` ° � Sties 3��yko�k as s# as aQ a�� a dMo� spy s� 1� °ss �a�as asaas�y �Sf as a d�� al�� y�oa 07, e °� s° s roXs ad°1y SN spy d k s03 ° IA°X�� sss; y, skkk '6o ` y��\ -Ao� asss� °Q3�ay�a� #a s; ° Z# a Aas Np�3H saoas o�A° �1 as ao ,�� daaa�,s�a �y1M pis so -ao # 3a s3oo aoy s�'�3a°y shy �°a a° °st s��° sd �° d y d`�'a��°ao a°y .ts�d n �° ,�#1yy g �° a 3y 3o Qs° d oN�o�as c�,a`asas sS1M a.Sl��aas ay �ad �s ss�,ss as o�,a No °° d o�` � ns�yd h�O\10N CSo X a�'PS�� o s�3 laaa s �. ols Boa °� ao saa oaadss ' so��d ay a ss �d� yN �o�yASN X „Z� as*sas Ss 110011 sad o�yga sa so y°� },3��dS' �,a3M 3aaor°s�3,o � �� ss� J,%M °3 , °z% °��a° saoM„$ as �vi5�ssc�~o� t33y- Ar) . eA3 5!nds s abI DIMENSIONS FASTENERS O p D O b C3 C p O t7 0 MODEL W H ICARRYINGICARRIEDL� . p a b O MEMBER MEMBER 0 o q 4 b p C o O 4 p fD HUS26 1-5/8 5-1/8 3 14-16d 6-16d 10000 �• o O q b q O a O DOUG FIR-LARCH/SOUTHERN PINE ALLOWABLE LOADS UPLIFT, UPLIFT FLOOR SNOW JCONST WIND ✓ i C I ) ) < 10 0) < < . < 133> i 1550 1550 1 2565 j 2950 1 3205 1 3.315 s SPRUCE-PINE-FIR ALLOWABLE LOADS UPLIFT UPLIFT FLOOR SNOW CONST WIND < 1 33) 1 C I 0) 1 < 00) C < 125) < 1 32) 1390 1550 1 2155 2475 1 2540 2580 1, UptiFt (oads ,have been Increased 33% and 60% For earthquake or wind (oading with no Further increase attowed, Reduce by 33% and 60X For normal loading such as in cantilever construction, Simpson H U- S- 26 DOUBLE SHEAR JOIST H.4NOZ-V I � 1 � DIMENSIONS FA N MONO DEL W H B CARRYING CARRIES ULT MEMBER MEMBER 0 0 a e o° HHUS48 -5/8 7 3 22-16d 8-16d 19850 0 00d oe DOUG' FIR-LARCH/SOUTHERN PINE ALLOWABLEt•LOADS 0,0 00 00 0 c p UPLIFT UPLIFT FLOOR SNOW CONST WIND J ' 2000 2000 3885 4465 4855 5180 SPRUCE-PINE-FIR ALLOWABLE LOADS UPLIFT UPLIFT FLOOR SNOW CONST WIND• < 133) ( 160) 1 C ) < 125) 1860 2000 3275 T 3765 1 4095 4370 1, Up ft loads have been increased 33% and 60% Por earthquake or wInd •toadInq with no • further ncrease a t t owed. Reduce by 33% and 60% • for . normat toad;ng such as In cantltever construction, . f " Simpson J HLT$48 DOUBLE-SHEAR aorSTMNGERS CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address �"� J7 S-nA 06.o Date �3 ©/ Heated Square Footage f 213 @ per sq ft = $ -3, Garage/Shed @ $ per sq ft = $ 4000 Carport/Porch @ per sq ft = $ Deck @ $ per sq ft = $ O Patio @ $ per sq ft = $ TOTAL VALUATION : $ SSS` 3y � � � o $ 2� 0 Tota a uation 1st $ 00 �►' � $ Remaining Value $ per thousand o� portion thereof TOTAL BUILDING FEE $ 1t1d �E�K�j + 1/2 Filing Fee $ l L ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ �Zro T`l CSM' WATER IMPACT FEE $ 3 0 SEWER IMPACT FEE $ /2 ,Slo WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ A3 0 SECTION H PAVING ( ) $a HYDRAULIC SHARES $ -~d- CROSS CONNECTION ( ) SURCHARGE . 0050 $ OTHER $ n GRAND TOTAL DUE $ aD ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : SINGLE FAMILY RESIDENCE HVAC LOAD ANALYSIS for Beaches Habitat P.O. Box 50939 Jacksonville, FL 32240 RHVACRmUNML, HVAC LOADS Prepared By: Jeri Boxx Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 06-29-00 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. :Ocean State Htg&A/C Single Family Residence Neptune Beach, FL 32266-1798 06-29-00 Page 2 Project Summary Project: Single Family Residence Company: Ocean State Heating &Air Conditioning Client: Beaches Habitat Representative: Jeri Boxx Address: P.O. Box 50939 Address: 1476 Atlantic Boulevard City: Jacksonville,FL 32240 City: Neptune Beach, FL 32266 Phone: 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 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factgr: 1.000 Elevation Heating Adj. Factor: 1.000 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 CFM: 811 CFM per square foot: 0.668 Square feet of room area: 1,214 Square feet per ton: 628.917 Building Loads Total heating required with outside air: 25,232 Btuh 25.232 MBH Total sensible gain: 17,836 Btuh 85 % Total latent gain: 3,175 Btuh 15 % Total cooling required with outside air: 21,011 Btuh 1.751 Tons (based on sensible+ latent) 1.930 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 weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,June 29,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. pcean State Htg&A/C Single Family Residence Neptune Beach,FL 32266-1798 06-29-00 Page 3 Total Building Summary Loads Component Area Seri. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass 4QIetal Frame 150 4,894 0 6,728 6,728 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 1/2"Gypsum(R-0.5) 934 3,783 0 2,068 2,068' 13C Part R-11 + 1/2"Gypsum(R-0.5) 64 130 0 92 92 16G Ceiling R-30 Insulation 1,214 1,802 0 1,802 1,802 22A Slab on Grade No Edge Insulation 149 5,431 0 0 0 Subtotals for structure: 2,549 16,827 0 11,120 11,120 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,202 0 1,622 1,622 Infiltration:Winter CFM: 145.6, Summer CFM: 64.7 188 7,203 2,255 1,494 3,749 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 17,836 Temperature Swing Multiplier: X1.00 Building Load Totals: 25,232 3,175 17,836 21,011 Check Figures Total Building Supply CFM: 811 CFM per square foot: 0.668 Square feet of room area: 1,214 Square feet per ton: 628.917 Building Loads Total heating required with outside air: 25,232 Btuh 25.232 MBH Total sensible gain: 17,836 Btuh 85 % Total latent gain: 3,175 Btuh 15 % Total cooling required with outside air: 21,011 Btuh 1.751 Tons (based on sensible+latent) 1.930 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 weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,June 29,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Single Family Residence Neptune Beach, FL 32266-1798 06-29-00 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 150 4,894 0 6,728 6,728 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 1/2"Gypsum(R-0.5) 934 3,783 0 2,068 2,069 13C Part R-11 + 1/2"Gypsum(R-0.5) 64 130 0 92 92 16G Ceiling R-30 Insulation 1,214 1,802 0 1,802 1,802 22A Slab on Grade No Edge Insulation 149 5,431 0 0 0 Subtotals for structure: 2,549 16,827 0 11,120 11,120 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,202 0 1,622 1,622 Infiltration: Winter CFM: 145.6, Summer CFM: 64.7 188 7,203 2,255 1,494 3,749 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 17,836 Temperature Swing Multiplier: X1.00 System Load Totals: 25,232 3,175 17,836 21,011 Check Figures Supply CFM: 811 CFM per square foot: 0.668 Square feet of room area: 1,214 Square feet per ton: 628.917 System Loads Total heating required with outside air: 25,232 Btuh 25.232 MBH Total sensible gain: 17,836 Btuh 85 % Total latent gain: 3,175 Btuh 15 % Total cooling required with outside air: 21,011 Btuh 1.751 Tons (based on sensible + latent) 1.930 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 weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,June 29,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. .Ocean State Htg&A/C Single Family Residence Neptune Beach, FL 32266-1798 06-29-00 Page 5 Room Load Summary Reports System #1 Room Load Summary Htg ; Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Bedrms 322 5,283 69 0-0 0 3,637 820 165 1.00 165 165 2&3 2 Bedrm4 322 7,808 101 0-0 0 5,145 950 234 1.00 234 234 Living 3 Bedrm1 322 4,517 59 0-0 0 2,963 482 135 1.25 169 135 Bath 4 Kitchen 248 7,624 99 0-0 0 6,091 923 277 1.00 277 277 Dining System 1 1214 25,232 328 17,836 3,175 811 845 811 Totals Main Trunk Size: 12x12 in. System #1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.751 85%/15% 17,836 3,175 21,011 Recommended: 1.930 77%/23% 17,836 5,328 23,164 System #1 Equipment Data Heating System Cooling System Thursday,June 29,2000 FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Beaches Habitat Spec 1214 Builder: Beaches Habitat I Address: Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 100.0 kBtu/hr _ 3. Number of units,if multi-family 1 SEER: 10.00 _ j 4. Number of Bedrooms 4 _ b.N/A _ 5. Is this a worst case? No _ 6. Conditioned floor area(ftp) 1214 ftz c. N/A 7. Glass area&type _ j a. Clear-single pane 0.0 ft2 - 13. Heating systems b. Clear-double pane 150.0 ft' _ a. Electric Heat Pump Cap: 100.0 kBtu/hr _ C. Tint/other SC/SHGC-single pane 0.0 ft' _ HSPF:7.00 _ d. Tintlother SC/SHGC-double pane 0.0 ft= b.N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 149.0(p)ft _ c. N/A _ b. N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0,934.0 ft2 _ _ EF:0.92 b. Frame,Wood,Adjacent R=11.0,64.0 ft' = b.N/A - c. N/A d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1214.0 ft' _ 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as-built points: 19283.00 PASS Total base points: 21411.00 S7 I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this 1,o�zt sT�T�0 Energy Code. calculation indicates compliance with the Florida Ener Code. h rirrr ti;;v u PREPARED BY: Ocean State HVAC Energy _ ttt777 Before construction is completed a DATE: 'ce) this building will be inspected for j I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy Code. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE• 3 (f) EnergyGaugeO(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS. , , , PERMIT#: J BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang FloorArea Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1214.0 33.05 7223.1 Double, Clear N 1.5 6.0 15.0 19.22 0.94 270.6 Double,Clear W 1.5 6.0 15.0 36.99 0.91 506.7 Double, Clear N 1.5 6.0 30.0 19.22 0.94 541.2 Double, Clear E 1.5 6.0 30.0 40.22 0.91 1101.4 Double,Clear W 1.5 6.0 15.0 36.99 0.91 506.7 Double,Clear s 1.5 2.0 6.0 34.50 0.57 117.0 Double, Clear E 5.5 6.0 30.0 40.22 0.54 649.0 Double, Clear S 1.5 4.0 9.0 34.50 0.74 228.9 As-Built Total: 160.0 3921.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 64.0 0.7 44.8 Frame,Wood, Exterior 11.0 934.0 1.70 1587.8 Exterior 934.0 1.70 1587.8 Frame,Wood,Adjacent 11.0 64.0 0.70 44.8 Base Total: 998.0 1632.6 As-Built Total: 998.0 1632.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 6.10 231.8 Exterior 38.0 6.10 231.8 Base Total: 38.0 231.8 As-Built Total: 38.0 231.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1213.8 0.60 728.3 Under Attic 30.0 1214.0 0.60 728.4 Base Total: 1213.8 728.3 As-Built Total: 1214.0 728.4 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 149.0(p) -37.0 -5513.0 Slab-On-Grade Edge Insulation 0.0 149.0(p) -41.20 -6138.8 Raised 0.0 0.00 0,0 Base Total: -6513.0 As-Built Total: -6138.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 1214.0 10.21 12394.9 1214.0 10.21 12394.9 EnergyGaugeG)DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 600A-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: J BASE AS-BUILT Summer Base Points: 16697.7 Summer As-Built Points: 12770.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 12770.5 1.000 0.974 0.341 1.000 4244.0 16697.7 0.3573 5966.1 12770.5 1.00 0.974 0.341 1.000 4244.0 EnergyGaugeTM DCA Form 60OA-97 EnergyGauge®/RaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X VVPM X WOF = Points .18 1214.0 9.76 2133.8 Double,Clear N 1.5 6.0 15.0 14.30 1.00 215.1 Double, Clear W 1.5 6.0 15.0 10.77 1.02 165.3 Double, Clear N 1.5 6.0 30.0 14.30 1.00 430.1 Double,Clear E 1.5 6.0 30.0 9.09 1.04 282.4 Double,Clear W 1.5 6.0 15.0 10.77 1.02 165.3 Double,Clear S 1.5 2.0 6.0 4.03 2.27 54.8 Double, Clear E 5.5 6.0 30.0 9.09 1.26 344.7 Double,Clear S 1.5 4.0 9.0 4.03 1.35 49.1 As-Built Total: 150.0 1706.7 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 64.0 3.6 230.4 Frame,Wood, Exterior 11.0 934.0 3.70 3455.8 Exterior 934.0 3.70 3455.8 Frame,Wood,Adjacent 11.0 64.0 3.60 230.4 Base Total: 998.0 3686.2 As-Built Total: 998.0 3686.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 38.0 12.30 467.4 Exterior 38.0 12.30 467.4 Base Total: 38.0 467.4 As-Built Total: 38.0 467.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1213.8 1.20 1456.6 Under Attic 30.0 1214.0 1.20 1456.8 Base Total: 1213.8 1456.6 As-Built Total: 1214.0 1456.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 149.0(p) 8.9 1326.1 Slab-On-Grade Edge Insulation 0.0 149.0(p) 18.80 2801.2 Raised 0.0 0.00 0,0 Base Total: 1326.1 As-Built Total: 2801,2 INFILTRATION Area X BWPM = Points Area X WPM = Points 1214.0 -0.59 -716.3 1214.0 -0.59 -716.3 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , " " PERMIT#: BASE AS-BUILT Winter Base Points: 8353.8 Winter As-Built Points: 9402.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 9402.1 1.000 0.990 0.487 1.000 4532.2 8353.8 0.5340 4460.9 9402.1 1.00 0.990 0.487 1.000 4532.2 EnergyGaugeT" DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10964.0 50.0 0.92 4 1.00 2626.61 1.00 10506.4 As-Built Total: 10606.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water — Total Points Points Points Points Points Points Points Points 5966.1 4460.9 10984.0 21411.0 4244.0 4532.2 10506.4 19282.6 PASS yob FIE S9T�0�o{, �aD WE EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1,2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECN Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer. Gas spa& pool heaters must have a minimum thermal efficiency of 78 . Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSiG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors RA 1. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge(DNFlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 The higher the score,the more efficient the home. 1. New construction or existing New — 12. Cooling systems 2. Single family or multi-family Single family — a. Central Unit Cap: 100.0 kBtu/hr _ 3. Number of units,if multi-family 1 — SEER: 10.00 4. Number of Bedrooms 4 b.N/A 5. Is this a worst case? No 6. Conditioned floor area(ft) 1214 ft* c.N/A _ 7. Glass area&type _ a. Clear-single pane 0.0 ft' — 13. Heating systems b. Clear-double pane 150.0 ft2 — a. Electric Heat Pump Cap: 100.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0& _ HSPF:7.00 d. Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 149.0(p)ft c. N/A _ b.N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0,934.0 ft- _ EF:0.92 _ b.Frame,Wood,Adjacent R=11.0,64.0 ft= _ b.N/A c. N/A _ d.N/A c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1214.0 ft- _ 15. HVAC credits b.N/A (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) o�-ttE srtT� in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: CR3Zip: coD WE *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating.Ifyour score is 80 or greater(or 86 for a US EPA/DOE EnergyStar7mdesignation), your home may qualify for energy efficiency mortgage(EEM incentives if you obtain a Florida Energy Gaug.e Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Comm unity Affairs at 85 0/487-1824. EnergyGauge®(Version:FLRCNA-200) NOTICE TO: Water Department FROM: Building Department DATE: - =-`' = ---------- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number ss�, , ;f -------------------- -------------------- ------------- ----------------------------------------------------- --------------------•------- -------•------------- ------------- --------------------------- ------------------- ------------- -------------•---------•----- ---•----------------- Sincerely, Pat Harris Building Department