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Permit 1549 Jordan Street r 1 . �.� mom.., JOB ADDRESS T�'PE Woi- 1 PROPERTY OWNER TF EPHOAT CONTRACTOR I � TELEPHONE PERMIT NUMBER' ��ZS �c a r 'J DATE 2 f6 S�`6 P;SPECTIONS• FOOTING TIE BEAM Lwm NAILIN(3FATSlNG FRAIKW"OVER UP 30 1NSU not; FINAL BUILDING 4- a`� y € CERTIFICATE OF OCCUPANCY q - a V O / ELEGTIRICAL PERMIT# oZ.�-=✓V ` INSPECTIONS ROUGE' FINAL MECHANICAL PFRA� .0 Y INSPECITONS ROUGH FINAL PLMIMNGPE HI3# 9 1 INSPECTIONS ROUGB'/UNDER SLAB TOPODT_ J WATER/S�EWER FINAL NOTES: BUILDING, PLANNING AND ZONING INSPECTION DEPART.NENT CITY OFATLANTIC BEACH, FLORIDA CER TIFIC4TE OF OCCUPANCY WORKSHEET Date Requested: , Building Contractor: Building Permit Number : Address . C Leaa1 Description: Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be readv for occupancy as ' r Lowest Floor Elevation : S-- required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire All Public Works rin, anni rig Building -1-L-0 FLOODPLAIN DEVELOPMENT INFORMATION Location:: — �.�-yp ,Jolt,•` ►•✓ ��A� Type of Development: 5i,v a4p F*r-,71zV Flood Zone: 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 prop ed developm Date -/3—®/ Applicant's Signature Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department R resentative 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 wa7in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 1549 JORDAN STREET Owner: Beaches Habitat ATLANTIC BEACH, FL 32233 P.O. Box 50939 Jacksonville Beach, FI 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 21658 Date: 9/21/2001 DON C. FORD, .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: Address: 1549 JORDAN STREET Owner: Beaches Habitat ATLANTIC BEACH, FL 32233 P.O. Box 50939 Jacksonville Beach, A 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 21658 Date: 9/21/2001 DON C. FORD, C.B.O. Post in a conspicuous space MAP SHD V I NG BDUNDAR Y SURVEY DF: j THE SOUTH 55.50 FEET OF LOT 4, TOGETHER WITH THE NORTH 4.61 FEET OF LOT 3, BLOCK 2, ED SMITH SUBDIVISION, AS RECORDED IN PLAT BOOK 26, PAGE 50 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 141 i II LO T // B LOCk Z fOUND y%RON O/PEI FOU�/D�"%9011 f/fE �([B 444f) Soo!/S 00 E 6 0.// ' !'L o" N NI�1 V t� v, O J ��pNC,(ETE V•I�'�l O MI N 0 ONE STORY j x N VIAIYL S/D/NG f M� ►�.j �•I '� KES/DENCE N �•'; I o f I ' � x I p Z o ELEV�4T/ON/f.9/ O ? CO✓E2E0 h> Aoleaq � I I I ti -+1r io �s'2. & ,/ALK I I Z N Wku NN AV v�ti I Z5'.00' .— ff•fo" D3.' !opt 6! 7'S FOUND%'190110/PE Al 00 /S 00 W 6 0.�/" FOUND % ?OV O/PE (LB GG 4-f �LB'.4;r) ..JORN N STREET 0'R/$#r OF-A14Y NOTES: �� 1) BEARINGS ARE BASED ON THE EAST RIGHT—OF—WAY LINE OF JORDAN STREET AS BEING N.00015'00"W. BY PLAT. 2) NO BUILDING RESTRICTION LINE SHOWN ON RECORD PLAT, nW.� THERE ARE RESTRICITON LINES BY ZONING AND THERE MAY BE EASEMENTS THAT AFFECT THIS PROPERTY THAT ARE RECORDED IN THE PUBLIC RECORDS OF THIS COUNTY THAT � ��!,OI Lilt=1C ARE NOT SHOWN ON THIS SURVEY. "' ' ' s��a at Z0,n iiz 3) THIS PROPERTY LIES IN FLOOD ZONE "X" WHICH IS THE ARE DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD ACCORDING TO FEMA FLOOD MAP REVISED 4/17/89, COMMUNITY PANEL NO. 120075 0001D. PREPARED FOR THE BENEFIT OF. MARCIA GA/L BACfk g.4B/Till F0.2 HUMAN/TY OF THE J.4L' -rov4//_LE CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE(904) 247-5800 FAX(904)247-5805 vow► 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. AD ESS Jc-o Please call me at 904-247-5826 if you have any questions. re y, ATLANTIC BEACH BUILDING DEPARTMENT NOTICE TO: Water Department FROM: Building Department DATE: _1� g= -------------- 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, Pat Harris Building Department CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX (904)247-5805 ash. SUNCOM 852-5800 DATE 30-0 JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. DRESS Please call me at 904-247-5826 if you have any questions. (TLANTIC rely, BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel.- 247-5826 - Fax 247-587, ELECTRICAL PERMIT ------� ----_ LOCATION 549----- INFORMATION- - _ ___. PERMIT INFORMATION — - Permit Number: 22503 Address: 1JORDAN STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Subdivision: Block: Section: Square Feet: Subdivision: S G Parcel Number. Est. Value: - - Improv. Cost: ,,,,,,.— ~�-- , OWNERINFORMATION � Date Issued: 8/16/2001 .hl an "8e4ches Habitat # � "* Ai1dr ss=�''PYO Bc�x 50939 Total Fees: 45.(x"` ° P. Amount Paid: Jacksaovli►o Beach, Fi 32250 Date Paid: 8/16; O1 ,�...�i , . e: (9041-122? -- - -- _ c: CS _ - - _ ---- ---- --- Work De CONT 2/0 TOOAM, 1 R 240V CABLERW ALl7N1-� P ICATtj® FEESRV IC-✓AS :- ---- . CMA ELECTRICAL TNTRACTC OF FL PERMIT 45.00 iV 4= Y- .,, r - ir--tea...,!'#` V_ -m---.,e.--'_ _... _ _.__• -.__ • ROUGH ELECTRIC FINAL ELECTRIC* r •IY �ry vi NNOTICE - INSPECTION, MU,5T BE REQUESTED AT LEAST HOURS PRIOR TO INSPL=CTK)N - -- ---._ T - _ BUILDING MATERIAL, RUBBISH AND WBRIS FROM°T.HIS,WORK-MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAUL`F_Q'AVVAY �Y£LTHERZONTRACTOR 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) ANU SUB.IECT _`y REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Cc $45-0614 ATLANTIC BEACH BUILDING DEPT. Date: 8/17/81 81 Receipt: 668c689 CHECKS 3WOBIM 683221NO flue 14 01 11 - 20;4 S of c,rmat i on g�stern.� 904-r 4^ 5905 p • � CITY OF ATLANTIC BEACH, FLORIDA APPLICATION fOR ILICTRICAL PERMIT i TG YHK CHICF ELECTRICAL INVIGTVN; DATE IMPORTANT NOTICE: IN =N$IDERATION OF PERMIT GIVEN FOR DOING T!-!F WORK AS CESCRIBED 'N THE =OLLOW'.NG. NE K tr.BY AGR.^ I'D PERFORM SAID WORK IN ACCORDANCE Wl,' E THE ATTACHED P'ILANS AND SPECIFICATIONS. NFI;CH :1N: A PAR', HEREOF. ANO ' COROANCE 'NITH THE E `-c7R!CAL Rr:GUtAT.'ONS,CODES AND CITY OF ATLANTIC SEACH ORDINANCE: aLAS ..T ..,_, EI.EC'TAICAi_FIRJYI: MASTER E ECrRICiAN fi1G �► F�• � L NAME (' ADDAEIiS: �RfD��...iOX SLOG.312£ ,.�nt � AFS.(L�r' ApT.J I COMM.4 PUBLIC 1 I INDUS.11 NIla W 1 J OLA ( RCD.1 I ADDITION I I TRAILER ! ) TEJMP.i I 31GI" ( I may_._.._RQ P'T.— SERVICE: New(,o< INCREASE 11 1 REPAIR g4NOl1CTQR SItF -- -T1-�2�M�._./J12�sOfff.R I Imo, A 3WTCH Or+ llitEAK ..•...- �--v t ---I, PM :7 wI?S� DI_T � :'�A'Y�r''^�'�. ,AXI•SI'.SERV.311.E_,__ -- — AMPS�y_, PM ! _ W f M VOLT,;•_.._,� RACEWAYS ._r_._,._,.._.,.,_ S FEEDERS NO. SIZE i ma. SIZE NO, SIZE T- LIGHTING OUTLETS _ I CeNCEALED ' ; OPEN I TOTAL _ RECEPTAttES -' 'T -7 CONCEALED I y OPEN 1` �.._��.. .r�...' _......_._. SWITCH" 1 � INCANDlSClNT I FLUORESCENT M.V. LL TRANfiF AP110ANCC7 OIE . ,! 1 1_. •.,,... . AIR H.P,RATING •I... ^N,� RA71NG CONDITIONING CGMP.MOTOR OTi1ER MOTORS ` AMPS CEIL MEA'.: KWMFAT MOTORS t M. � VO T�� ►HS I NO, ` OM�• i VOLTAGE PM$ „^�� MisC6LlANEOuS ME- i YFIANSiRMCyS: UNUEA 0 VOVER 600 V. No T KVA _ ~lKVA IVq• NO.NEON TFI^NSrNq, j VA- N1A. MOTOR SIZE 3WIFI AS}tC '' %ACW SIGN I yy TCN�^ is TOTAL PCX$ Aoc� �06,,t._ 594- 15'D 9,SD 2,1 cam `' CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEPANOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 241-5826-FAX: 247.5877 PE `INFORM N LCA t ATIO Permit Number: 21590 Address: 1549 Jordan Street Permit Type: TREE REMOVAL Atlantic Beach, FI 32233 Class of Work: REMOVAL Township: Range: Book: Proposed Use: SINGLE FAMILY Logs): Block: Section: Square Feet: Subdivision: Est.Value: Parcel Number. Improv. Cost: OWER INFORMAT ON Date Issued: 310$/2001 Name: Beaches Habitat Total Fees: Address: P.O. Box 50939 Amount Paid: Jacksonville Beach, FI 32250 Date Paid: Phone: (904)241-1222 Work Desc: Remove Interior& Exterior Trees CON R s r; yAMOK T FI=E BEACHES HABITAT nSIDections,ii ,.w. . 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. 1� C.rE AT NTi EACH BUILDING DEPT. CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION 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. P. o. �k 1. 6- e4Qd 1WL17W;;s"oW n2' APPLICANT NAME ADDRESS TELEPHONE 2. &6( ADDRESS OR EG AT,DESCRIPTIdN OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: 1 se)l4r) 0�� 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑ YES g NO ❑ NOT SURE 5. PROPERTY ZONING: RESIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER * EXTERIOR ZONE** - Tevorz /9. <-/aiofz� i i *Diameter at Breast Height(D.B.H.) is measured at 4.5 feet above grade. To accurately determine diameter, measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is 1 determined by adding together the diameter of each trunk as measured immediately above the I I � I I I 2 ` � S I 1 1 l { i 777 �, fg G CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING I 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT pERp�l't'INi~bRMATiON7L ATI N I ano ATION Permit Number: 21701 Address: 1549 Jordan Street PLUMBING Atlantic Beach, FI 32233 Book: Permit Type: Township: Range: Class of Work: NEW Lot(s): Block: Section: Proposed Use: SINGLE FAMILY Subdivision: Square Feet: Parcel Number: Est. Value: INFgRMATiON Improv. Cost: Name: Beaches Habitat Date Issued: 4/02/2001 Address: P.O. Box 50939 Total Fees: 46.50 Jacksonville Beach, FI 32250 Amount Paid: 46.50 Date Paid: 4/02/2001 Phone: {904)241-1222 Work Desc: New Fixtures/Habitat^ ts►TIOIt ES- __ CONTRA ! t> 46.50 BEACHES HABITAT "` P T r- � s b k a w` FINAL � were% 6 T NOTICE INSPECTIONS CTIONS $T BE REQUESTED AT LEAST 24 HOUR PRIOR T `INSPECTION BUILDING MATERIAL, RUBBISH AN RIS FROM THIS WOR fiUSS T NOT BE;PLACED IN PUBLIC SPACE, AND MUST BE CL 4REDrik UL EDAW_ *-,-IT CC?NT CTOR OR OWNER "FAILURE TO COMPLY WITH 1'1d 1S"'R . Tj01i,LIN. RESULT IN THE PROPERTY OWNER PAYING TWIC -FOB'. � �IENTS ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I ATLAN"J IC BEACH BUILDING DEPT. Da}e; 4/82/81 81 Receipt: 8846414 8818888321888 fr . 4 CITY OF ATI.ANTI C BEACH ,APPLICATION FOR PLUMBING "PEPIflT :fj 1 JOB LOCATION: OWNER OF PROPERTY : EAC 14,15S AA-,Q T-4 T- TELEPHONE NO. i� j• �J:: PLUMBING CONTRACTOR ate.{7 ?r i CONTRACTOR' S ADDRESS : 1399 - 664cH &V/J L•rh r 1 STATE LICENSE NUMBER: G FC a 2 2 S 93 TELEPHONE : z23- fv y r� HOW MANY OF THE FOLLOWING FIXTURES INSTALLED tir • 1 SINKS SHOWERS Z LAVATORY 1 WATER HEATERS w, z DISHWASHERS BATH TUBS „c,•,. URINALS DISPOSALS CLOSETS I WASHING MACHINE:;'?';;'' " FLOOR DRAINS dz'` SHOWER PANS 1 WATER • � SEWER REPIPE OTHER i;<'.;Y• TOTAL FIXTURES : +� — x $3 . 50 a $15 . 00 MINIMUM PERMIT FEE - $25 . 00 ; _SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: t > ------------.----------------.-------------- -------------•.. -- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH;" ; THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE :`: ;:;: CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904 ) 247-5826 ry SEWER CONNECTIONS MUST BL CALLED INTO PUBLIC WORKS FOR -INSPECTION;:;. PRIOR TO COVERING UP - (904) 247-5834 ' � OF ATLANTIC BEACH ----- MECHANICAL PERMIT � gp0 SEMINOLE ROAD-ATLANTIC gEACN,FL 32233 TEL 247- - 247-5877 ___ --�''1549 Jordan Street Address: F132233 pE001 :1 Atlantic Beach, Book: 22388 Range: p t Number: MECHANICAL Township: Block: Section: permit Type*.. Lot(s): Class of WorkSINGLE FAMILY Subdivision: Proposed Use: parcel Number: r ORS' `Tt Square Feet: = Est.value: Name: Beaches Habitat Improv. Cost: 001 Address: P.O. Box 50939 Date Issued: 437/23/200 Jacksonville Beach, FI 32250 I Total Fees: 43.00 Phone: 904 241-1222 Amount Paid: 7/23/2001 _ T' Date Paid: = Ai�PLATKN`F 43.D� Work Desc: NEW HVAC ERI�AIT EAN STATE HEAT &AIR �. Oc - . a x � ' a4%l e a c , NOTICE INSPECT ST BE REQUETED4AT LEAST4'HOURS PRI „ TO INSP7=CTION BUILDING MATERIAL RUBBISH, • DEBRIS FROM THIS WORK MUST NOT BE PAGED IN RBLIC SPACE, AND � MUST BE CLEARED UP AND HA _ AWAY BY EITHER CONTRACTOR OR O R '>. "FAILURE TO COMPL WITH T fSTftt CTION LIEN SAN RES, IN THE JEtAgNTS'. PROPERTY OWNER PA ,NG i .. ISSUED ACCORDING TO APPR0I� PLANSWI�CH R T F AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRS . t / OCH W,N4 LA TIC B BUILDI" G DEPT. bite: 7/24/61`01 Receipts 3 I t 98fiZ19A0 ---- CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 TtQN IN]*C?RI�iATI£ON —�` PERMIT INFORMATION Address: 1549 Jordan Street Permit Number: 21658 Permit Type: BUILDING Atlantic Beach, F132233 hi Class of Work: NEVA/ Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: 55,347.00 Offl, R INFtQRItiIlATI4IV —� 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, Fl 32250 Date Paid: 3/20/2001 Phone: (904)241-1222 Work Desc: New Single Family Home - CONTRAC70R(S) _ APP"I.ICATIt�1 FEES_ ___ BEACHES HABITAT PERMIT 0.00 WATER IMPACT FEE_ 350.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP. 85.00 RADONGAS-H,R,S .�1' j; ; RADON CAB Ho �l I r � i j i r f I I I' �l i � +I CITY OF AT=VTXC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR AZTERATIONS MOVING, DEMOLSTIONS owner(s) : City of Atl anti C Beach Job Address: Begonia & W 1st Street, Tidelands Phone: Lot # Elock or Unit # Subdivision: Contractor: Cmi Demolition, Inc. State License I Address. 10334 Macon Road Phone No: 904-764-5009 City Jacksonville State Florida zip code 32219 Describe work to be done: Demolition of old house at Tidelands -�wE.str Present use of building: Unknown valuation of Proposed Construction. Proposed use: Is this an addition? If yes, what are the dimensions of the added space: ft- X ft_ Will the added area be heated and cooled? New electrical (or increase) ? New plumbing fixtures? New fireplace? New Heat/AC? SM)CT TSW (COb 2AL) TVO (RESIDENT.ZAZ) COMBLETS SETS OF PLANS, INCLDDING SITE PLAN, SVRVEY, ZNERGY CODE FORKS, NOTICE OF C0MZWCSXE7VT, AND cwNER/CONTRACTOR AFFZAAVIT, XF owmm IS comTRACTOR. Q4Signature OWNER:_.__ c';-J—^ Date: `3 - ( -U Signature CONTRACTOR: nate: 03/08/2001 AS TO OWNER: r T Sworn to and subscribed before me this day of 2000. NOTARY PUBLIC AS TO CONTRACTOR: Sworn to and subscribed before me this 8th day of March ,2001'. APPROVED CITY. OF ATLANTIC BEACH NOTARY PUBLIC BUILDING OFFICE *. Atlantic 'lhmalynn R.Diotte MAR 12 2001 cote&"#00 s6"ot i� ri xono &w. 24 2W3 BVIwn+ l�i3v Bonding Co.,Inc By: '� CITYOFATLANTIC BEACH �P^ERMIT CALCULATION SHEET Address__ ! T 1� S DAZ(70 A) J /�- Date Heated Square Footage @ $ per sq ft = $ S� Za Garage/Shed yd @ $ per sq ft = $ 0d G� Carport/Porch @ per sq ft = $ Deck @ $ per sq ft = $ d Patio @ $ per sq ft = $ TOTAL VALUATION : $ 3y7 $ 2G (0 Totaal a � $on 1st $ of y 15 y Remaining Value $ per thousand o portion thereof TOTAL BUILDING FEE $ AJd Pel�ytf + 1/2 Filing Fee $ iz " 'vFireplaces @ $15 . 00 $BUILDING PERMIT FEE $ , `; ptN. WATER IMPACT FEE $ ��J-0 SEWER IMPACT FEE WATER METER/TAP CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ 3 0 SECTION H PAVING ( ) $ 'D HYDRAULIC SHARES $ ` CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ ,57t/(. 1 OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: PROPERTY DESCRIPTION RECEIVED Lot # y_, Block # 2-� ,� �/ i L, Section # rr� , � � Subdivision: , 1 Street Name �[ / DESCRIPTION OF %11& Pf Atlantic Beach or Address: / g J0�9AV_ Building and zoning (If in a FLOOD HAZARD Flood Zone: area complete page 3) Brief Description S n/6" l)m� Class of Work: (New/ Remodel/Addition: ZONING INFORMATION Type of Construction: &/caDz-) AymF. Zoning Proposed District: UseEstimated Value $ �f' 030 Exceptions or Variances Materials: 1 ,qaj'>, Yjl�lj/L Granted: Solid or Filled Ground SOG//� R0 of: 86261fzss. /�6c Method of Heating: /-/<59i pimp OWNER INFORMATION Property Owner: aves A � j Phone: Mailing Address p -AC9S:'NV/ nk-4"j_ Zip: 622:�f© CONTRACTOR INFORMATION Contractor: 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 PERMITS CONTINGE T UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUP PO TING AT VE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signature l --- DATE Contractor Signatur DATE �J~`f O/ SWORN TOAN.D SUBSCRIBED BEFORE ME BY �'C., �� � THIS DAY NOTARY PUBh * /*My Commission CC943448 ,'It,nl Expires June 08,2004 / CITY OF ATLANTIC BEACH 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 meetin�`in order to be placed on the asenda. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. P APPLICANT NAME ADDRESS TELEPHONE 2. /.Sy9 -.� 1Y;� rZ�7-1 CCII, 322-33 ADDRESS OR GAL DESCRIPT16N OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: 1 ad1cl7 0,,Ie 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑ YES % NO ❑ NOT SURE 5.PROPERTY ZONING: 'RESIDENTIAL ❑ COMMERCIAL b.LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER * EXTERIOR ZONE** rN Pe ae r N e Pte► i9. > *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. 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 MARDED 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. plicant's S ature Date Owner's Signature Date CITY USE ONLY: Tree Conservation Board Chairperson Date j 4 � f 1 Y k f P E ; l i � r h d y CU dC# t3O6�t} � ins t was./prepared by ook:%A O i9�L��V/N Gage: 1012 *a Filed 6 Recorded P.O. Box 50939 02/15/2001 10:51:50 AM m Jacksonville Beach,Florida 32240 JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY TRUST FUND # 1.00 RECORDING # NOTICE OF,COMY[ENCEMENT 5.00 o] 0 14 STATE OF FLORIDA Permit No.: 0 COUNTY OF DUVAL Tax Folio No.: 0 a4 The undersigned hereby gives notice that improvements will be made to certain real property,and in accordance with section 713,Florida Statutes,the following information is provided in this Notice of Commencement. 1. Descri tion of roperty:(legal description of roperty and street address if available) y�-� � j /�{%�GI.4'�/1� 2�C/���4/�✓��Z.'1-33. f�-P /1/D2d� 6©' aF Lofi /n/ ,D�.9T�o�G fib/ �09� Sv —/)�g Pjbuc ?PC W5 oF�)oV&� 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 509.39,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:l{/}0,-rq7- FOR AvmAn/r s p F fC/«'Dall//uE ifs Po. (3-ox s-w?3Q � ' V/lGE Q2A0/ F"c,v'VM 32-2-1'o 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): N/A 9. Expiration date of notice of commencement: 1 year from the date of recording. The foregoing instrumentwasacknowled edbefore HABITAT FOR UMANITY OF THE me this S� day of , 2001,by JACKS LE BE HES,INC. _--- - .,who [ is personally known to me or dIe I IIIumi a- Builders FirstSource Truss Co . .A First Sbu 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. c z In D p � �h VIP On W �a 40 . a ��pip awn m s o a zp o 60 � Ni9 93• p�''` m O vC� N (J010298--LOT - J010298--LOT 72) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BT TRUSS We. TOP CHORD 2.4 SP fZ Dense 100 MPH WIND, 15.00 FT MEAN NGT. SBC. ENCLOSED BLDG, NOT LOCATED WITHIN BOT CHORD 2x4 SP f2 Dense $.SO FT FROM ROOF EDGE. WIND TC OL - S.0 PSF. WIND SC OL - S.0 PSF. WEBS 2x4 SP f3 DEFLECTION MEETS L/240.00 LIVE hNO L/180.00 TOTAL LOAD. I " W4X5(R) % W3X4 W4X5(R) R W1.5X3 a W1.50to { 4 r 1 4 ` 3-3.15 �b 1-2 W3X7 a W4X4 a W3X7 a W3X5(A1) ffi W3X5(A1) $ tt1�-e1 L 9-0.0 _I_ 10-0-0 ) 9-0.0 1 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 Desi n Criteria: TPI STD 18.2f3 OTY:2 FL 1 R - Scale -.25' Ft. ••HARM NG.. TRUSSES REQUIRE EITIIENE CARE I%FAMICAf ION. HANOI(NG. {HIPPING, INSTALLING AND wclw. QUER TO Nq-9/ (WNOUN6 INSTALLING AND GRACING), PURII$ME 61 TPI (TRUSS PLATE TC LL 20.0 PSF REF JAX--66710 INSTITUTE. SSS O'ONOFRIO OR..SUITE 500.MADISON.NI 13719). FOR SAFETY PRACTICES PRIOR t0 PERFORMI46 THESE FUNCTIONS.UNLESS OTHERWISE INOICATEO.TOP CNORO SMALL"If PROPtRLT ATTACHED TC DL 7.0 PSF DATE 10/31/00 STRUCTURAL PANELS.90TTOM CHORD SMµ(HATE A PROPERLY ATTACHED RI410 CEILING. •tMPORTANT•• FURRI$N A COPT Of TNI;DESIGN TO TRE INSTALLATION CONTRACTOR.ALPINE EMRIREERED BC DL 10.0 PSF DRW BfSUSJAX 00305012 PROOHCTS. INC.SMALL NOT It RESPON516LE FOR ANT DEVIATION FROM THIS DESIGN: ANT FAILURE TO SUILO THE T203SES 11 EIWORHANCE KITH TPI;OR FAIRICATIN6.HANDLING.SNIPPING. IKSTALLSNG AND ALPINE GRACING OF TRUSSES. TNI$DESIGN CONFORMS WIT%APRLICAILE PROVISIONS Of NOS(NATIONAL 0(%164 BC LL 0.0 PSF BF S-ENG /FA 5PECIFICATCONNE CTORSI ANE MAGN ADESO O20GATHE ASIR HANSI SAAO GALT.ESTEEL.R(tCEFTI AS NOTED. TPI. APPITALPINE CONRCCTMS TO TOT.LO. 37.0 PSF SE ON - 74386 EACH FACE OF TRUSS.AND UNLESS OTHERWISE LOCATED ON THIS DESIGN,POSITION CONNECTORS PER DRANtNaS 16D A4. THE SEAL ON THIS GRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR.FAC. 1.25 FROM THB Builden Ftrs(Sauce RESPOMSISILITT SOLELY FOR THE IRU$S COHP(REV DESIGN SHOWN. IN(SUITAIIUTT AND USE Of THIS 1%14Onlilk'FL CFS,/iPITI`129—11{OIICULAR GUILD(NG IS THE RESPONS141LITT OF ENE BUILDING DESIGNER.PER 2. SPACING 24.0- 4. 4.O4. CAA 3Q I C NO. 8 ... q/TATEOF Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation �C/s OR��P Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240.904.241.5200 Ef 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 (JOI0298-•LOT - J010298--LOT T3) TNIS 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 HST. SBC. ENCLOSED BLDG. NOT LOCATED WITHIN BOT CHORD 2x4 SP #2 Dense 8.50 FT FROM ROOF EDGE. WIND TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/240.00 LIVE kND L/180.00 TOTAL LOAD. W4X5(R) N W4X6 ss W1.5X3 ea W1.15X3 Ts 4T- ,4 3.11-15 1.2 1 W3X7 a W3X4 ING W3X4 a T8 W3X5(A1) in W3X5(Al) Be ( 11-0.0 I 6-0.0 I_ 11.0.0 _I 28-0-0 Over 2 Supports R-1106 U-540 W-3.5' R-1106 U-540 N-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 OTY:2 FL 1 R - Scale -.25"/Ft. •-WARN ING­ TRUSSES RfOVIKE(ITREME CARE IN FABRICATION. "HOLING. SNIPPING.INSTALLING AND TC LL 20.0 PSF REF JAX--66711 BRACING. REFER TO MIS-91 (M'MDLING INSTALLING AND BRACING). PUBLISHED IT TPI (TRUSS PLAT( TO PERFORMING TNCS(FUINSTITUTE. SRI NCTIONS.UNLESS fI1O DR.. TOTHERIWISE INDICATED.TOP CHORD SMADISON.HE S3119). FOR LLFHAVE ETY PRACTICES ROPERLY ATTACHED TC OL 7.0 PSF DATE 10/31/00 ITAUCTUKAL PANELS.BOTTOM CHORD SMALL HAVE A PROPERLY ATTACKED 21610 CEILING. •IMIOR TANT•• FURifH A COPY OF THIS DESIGN TO TH(INSTALLATION C.01—IDR.ALPINE ENGINEERED BC OL 10.0 PSF ORW BFSUSJAr 00305013 PRODUCTS. INC.SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ART FAILURE TO BUILD TH(TRUSSES 1N CONFOKMANCE WITH IFI:OR FABRICATING.HANDLING.SNIPPING.INSTALLING ANO BC LL 0.0 PSF BF S-ENG /FA A L P I N E BRAC14 OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICAfLE PROVISIONS OF NOS(RATIONAL DESIGN LPI COM4CT0251AR(MON AO[SOIR250WT15TMOE M'SSDAGR'0 BAUN FOREST;NGSTEEI[Rf ICErT1'f1NGTFOMR TP'IPLTI. ACONNEC70R5 TO TOT.LD. 37.0 PSF SEON - 7 4389 EAC"FACE OF TRUSS.AND UNLESS OTHERWISE LOCATED ON THIS DESIGN.POSITION CONNECTORS PER DRAWINGS 160'-2. THE SEAL OH THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR.FAC. 1.25 FROM THB BYii I vSt$paeC RESIONSIIII ITT SOLELY FOR TME TRUSS COKOWENT D(SISA 54vN. THF SUITABILITY ANG USE OF THIS 1 II0.PI. CO.UORENI FOR ART PARTICULAR BUILDING IS 1-RI1P0.II..1ITI M TME BOIL..-DESIGNER.PER SPACING 24.0" '411111 11995 SECTION 2. F C I9 v 880 STATE OF Q Apex Technology 1s a fictitious name owned b Jax ex Technology Inc.,a Florida C �C�s+�C GRIP AP gY� Y AP 8Y Corporation Florida Engineer Business No.7547-P.O.Box 30368,Jacksonville Beach,FL,32240-904.241.5200 ED ENG 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 (Jb10298--LOT . J010298--LOT T4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR. 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. WIND TC OL - S.0 PSF. WIND BC OL - 5.0 PSF. WEBS 2x4 SP }3 DEFLECTION MEETS L/240.00 LIVE ItTID L/180.00 TOTAL LOAD. W4X5(R) 8 W4X5(R) N W3X4GOA W3X4s 4 r 4 ` 4-7I-15 ,,��,,RR 1-2 t W1.5X3 A W3X4a W3X4a W1.5X3 11 W3X5(A1) PIE W3X5(A1) w W3X4 a aL e I 13-0.0 _I 2.0-0_1_ 13-0-0 J 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. --YARNING-• TRUSSES REQUIRE EITREHE CANE IN FASNICATION. KINDLING. SNIPPING. INSTALLING AND TC LL 20.0 PSF REF JAX--66712 IRACING. REFER TO HIS-91 (UNOLING INSTALLING AND SPACING). POLISHED IT TPI (TRUSS PLATE INS PENFIT TI. S63 O-OkOfRIO DR.. TO ORNING THESE FURCTIONS.UNLESSTOTHERWISE INDICATED.TO 1CHORD FSNAOR LLFMIE PROPERLY ATTETY PRACTICES ACHED TC DL 7.0 PSF DATE 10/31/00 STRUCTURAL PANELS.AOTTOH CRMO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. --ITNIMTAHT-- FURNISH A COPY OF THIS.1116N TO Tx[INSTALLATION COMTMCTOR.-111-E[NGINEFRFD BC DL 10.0 PSF DRW SFSUSJAX 00305014 PROOUC TS. INC.SHALL NOT SE If SPONSISLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ALPINE IUILO THE TRUSSES 1■CONFORHANCE WITH TPI;OR FAMICATING.HANDLING.SNIPPING. INSTALLING AND -ENG /FA INACING 01 TIUSSES. DES16N 0.104.1 PITH AIPLICA6LE PROVISIONS OF NOS(NATIONAL DESIGN BC LL 0.0 PSF BF 5 SIICI11"IIQN PRSI IfxEO SYTHIP THE u.ERICAN FOREST AND PAPER ASSOCIATION)AND TPI. ALPINE COMIECTORS ARE MOE OF 2064 ASTM A6S0 6440 GAO.STEEL.EICEPT AS VOTED. APPLY CONNECTORS TO TOT.LD. 37.0 PSF SEON 7 4392 EACH FACE OF IRUIS.ANO UNLESS OIH(R.ISE LOCATE.ON 1.11 OC$11..IOSITION CO...VMS PEI GM.INOS 160 A-2. THE SEAL M THIS ORA444 INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR.FAC. 1.25 FROM THB Builder Firft$ODra CEOWONENTIFMYAIVLPARTICULAREOVILOINGMUSS O15 THEIRESPONSISIADESIGN ITY OF THE IVILDING DESIGNER.PETHE SUITABILITY AND USE R THIS III)-Ok-omilk.FL ANGI/TPI 1.1995 SECTION 2. SPACING 24. ' d' �V. CAA /0 48 �3AEOF Gj P �iQ Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporation trV OR{OO 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 I (J00298--LOT - J010298--LOT T5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 100 MPH WINO. 1S.00 FT MEAN MGT. SBC, ENCLOSED SLOG, NOT LOCATED WITHIN BOT CHORD 2x4 SP #2 Dense 8.SO FT FROM ROOF EDGE. WIND TC OL - S.0 PSF. WINO 8C OL — 5.0 PSF. NESS 2x4 SP #3 DEFLECTION MEETS L/240.00 LIVE I&D L/180.00 TOTAL LOAD. W4X4 T: W1.50 4 W1.5X3 4 r 4 4-11-15 1-2 t W3X4 W3X4= W3X4 as W3X5(Al) s W3X5(A1) >e �?�J 1-z•s L_ 14-0-0 I 14-0.0 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 Desi n Criteria: TPI STD 18.20 OTY:10 FL/-11/-/-IRI- Scale -.25'/Ft. •-WARNING•• TRUSSES REQUIRE(MINE CARE IN FABRICATION, HANDLE MG. SNIPPING. INSTALLING ANO BRACING. REF(R TO MIB�9l (NANDLING INSTALLING AND 61UCIN6). PUBLIS110 IT TPI (TRUSS PLATE TC LL 20.0 PSF REF JAX--66713 INSTITUT, . SBS D'ONOrR10 DR..SUITE 200.MADISON.rl fITl91, FOR U/(7Y MACTICEf PRIOR r0 PERFORMING THESE FUNCTIONS.UNLESS OTMERNI$(INDICATED.TOP CHORD SMALL HAVE PROPERLT ATTACWED TC OL 7.0 PSF DATE 10/31/00 STRYCTUNAL PANELS,BOTTOM CNORO SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT•• FgNISN A COPY Or rNIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE EKINEEREO 8C DL 1 0.0 PSF OR W BF SUSJAX 00305015 PRODUCTS. INC.SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE WILD THE TRUSSES IN CONFORMANCE WITH 91:OR rAIRICATING.HANDLING.SHIPPING. INSTALLING AND g C LL O.O PSF BF$•ENG /FA BRAC IMG OF TRUSSES. THIS DESIGN CCW04KS WITH ADPL/GAIL(PROVISIONS or NDS(RAFIo"L o(SIGN SMCIFICATION MI ISMED BV TME AMERICAN FOREST ANO PAPER ASSOCIATION)ANO TPI. ALPINE CONNECTORS ARE MADE OF 2OU 4STN A653 6440 ULV.STEEL EICEPT AS NOTED. APPLY CONNECTORS TO TOT.LD. 37.0 PSF SEAN 74395 EACH FACE OF TRUSS.AND UNLESS OTHERWISE LOCATED ON IRIS DESIGN. POSITION CDMCT045 PER oNAWINGs ISO A.Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR.FAC. 1.2 5 FROM Ti BWlders F1rriSouree RE SP USI BIL I TV SOLELY FOL THE TRUSS COMPONENT DESIGN$NOYN. THE SUITABILITY AND USE OF THIS rACIllOfAlllt,}T, COTPoN(NT FON ANY FAN IICWAA BUILDING IS FNS RESPO45I4ILITV OF TME BUIIDIMG DESIGNER,PEN SPACING 24.0 ANSI/TPI 1.1915 SECTION 2. INCAq � IF �C 8 ST E OF <ORto Apex ED Technology Inc.,a Florida Corporation P �Q gy is a fictitious name owned by Jax Apex Technology S Florida Engineer Business No.7547-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5200 N This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including'HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 (JO10298--LOT - J010298•-LOT JI) THIS NG PREPARED FROM COMPUTER INPUT (LOADS/DIMENSIONS) SUBMITTED BY TRUSS MFR. TOPCHORD 1.1 SP #2 Dense 100 MPH WINO. 15.00 FT MEAN MGT. SBC. ENCLOSED BLDG. LOCATED ANYWHERE IN 80T CHORD 2.4 SP #2 Dense ROOF, WIND TC OL - S.0 PSF. WINO BC OL - S.0 PSF. WEBS " DEFLECTION MEETS L/240.00 LIVE ACID L/180.00 TOTAL LOAD. 1OR-165 ` T 4 x- 2 7-15 2-7-15 "I -W3 U-180 W2X4( 1) !EI Z BSE 7-0-12 _I H-7-0-0 Over 3 Supports——� R-350 U-190 W-3.5' PLT TYP. Wave TPI-95 !est n Criteria: TPI STD 18.20 OTY:16 FL 1 R - Scale -.375"/Ft. WARNIIG-• TRUSSES REOUIPE EXTREME CARE IN FABRICATION. MANOI IMO. SNIFFING. INSTALLING ANO TC LL 20.0 PSF REF JAX•-6 6 7 1 4 •BRACING. RtiE0.TO Nii•Sl (MANOlIN6 INSTALLING AND SPACING). PV/LI LIMIT BN TPI (TRUSS PLATE INSTITUTE. Sp O'OWfR)0 dl.,SUITE 200.MADISOY,WI SD7IB), i0R SAf(TY PRACTICES PRIOR TO PER,ONMIN,THE St FUNCTIONS.UNLESS OTHERWISE IPO ICATFO.101 CHORD SMALL MATE PROPERLY ATTACHED TC DL 7.0 PSF DATE 10/31/00 STiO1TUNAl PANELS.10TTOM CHORD$NAIL HAVE A PROPERLY ATTACHED RIGID CEILING. ••1!!PnRiAHT•• IIGWISN A COPY 01 THIS DESIGN TO THE INSTALLATION C..1110OR.AL II RE EPGINEEREO BC DL 10.0 PSF DRW BFSUSJAX 00305016 7X'5. {N,:.SMALL NOT BE RESPONSIBLE FDA ANY DEVIATION FROM THE OE SIGN; ANY FAILURE TO iY%!)THE TAUSSES IN CONFORMANCE WITH TPI:OR FAIRICATING.HANDLING.SHIPPING. INSTALLING ANO BC LL 0.0 PSF B F 5-ENG /FA SRACI*1 11 TRUSSES. THIS DESIGN CONFOMS WIT-AIPLICAILE PROVISIONS Of NOS(GIFTS.,DESIGN SPEC PKAT ION PUBLISHED SV THE AMERICAN FOREST AND PAPER ASSOCIATION)AMD TPI. ALPINE CDNIECTOR$ARE MADE OF 206A ASTM ABS]6440 GALT.STEEL.EICEPT AS NOTED. APPLY CONNECTORS TO TOTAD LD. 3 7.0 PSF SEON - 74398 EACH FACE Of TRUSS.ANO UHL E SS OTHERWISE LOCATED 01 THIS DESIGN,POSITION CONNECTORS PER OI4YING5 160 A•2. THE SEAL ON THIS pUYIMG INDICATCS ACC[PTANCI Of PROFESSIONAL ENGINEERING OUR.FAC. 1.25 F ROM THB Builder FirsiSouTce RESPON511ILITY SOLELY ON THE TRUSS COMPOREWT MICA SHOWN. THE SUI TASILITV ANO USE OF TMIS 1ckBaFnilk.FL COMPONENT FOR ANT PARTICULAR BUILDING IS THE RfSP015[IIIITY OF THE IUILOIR O[$16NER.IEP SPACING 2 4.0" ANSI ITPI 1.1295 SECTION 2. I. CAA IFIL No.488 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,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including IIB-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 J2 S' CJ) THIS OWO PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. TOPCHORD 2x4 SP f2 Dense 100 NPH WIND, 15.00 FT MEAN MGT. SBC, ENCLOSED BLDG. LOCATED ANYWHERE IN BOT CHORD 2x4 SP f2 Dense ROOF. WINO TC OL - 5.0 PSF, WIND 8C OL - S.0 PSF. WEBS DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 4 r— �9 R-112 T 1-1�1.g15 pp 1-11-15 7 -d-b9 U-180 W2x4( 1) EGA 1.3-2•s,1� 5-0-12 �-5-0-0 Over 3 Supports R-280 U-180 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI AMO STI 18.2f3 OTY:8 FL 2 R - Scale -.375' Ft. ---VARNI HG.--,TRUSSES REQUIRE EITREME CARE IM FABRICATION. NANOL I N6. SMI PPING.INSTALLING GRACING. REFER TO NIS-91 (NANOILNG INSTALLING 440 GRACING). PUBLISHED By TPI (TRUSS PLATE TC LL 20.0 PSF REF JAX--667 1 5 INSTITUTE. 545 D-ONOFRIO OR..SUITE 200.MADISON.AT S3119). FOR SAFETY PRACTICES PRIO4 TO OCAFORMING THESE FUNCTIONS.UNLESS OTHERWISE INDICATED.TOP CHONG SMALL MAYS PROPERLY ATTACHED TC OL 7.0 PSF DATE 10/31/00 STRUCTURAL PANELS.BOTTOM CHONG SHALL HAVE A PROPERLY ATTACHED AIGIO CEILING. -INPORTAMT•- FURNISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.ALPINE ENGINEERED BC DL 10.0 PSF DRW gFSUSJAX 00305017 PRODUCTS. INC.INALL NOT GE RESPONSIBLE FOIL ANY 011IATION F40N THIS DESIGN; ANY FAILURE TO A L P I N E "ILO THE TRUSSES IN CONFORMANCE WITH IPI:04 FAS4ICATING.MANURING.SNIPPING.INSTALLING AND EIC LL 0.0 PSF BF$ ENG /FA GRACING OF TRIPS M THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS(NATIONAL DESIGN SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION)AND TPI. ALPINE TOT.LO. 31.0 PSF SEON 744!1 CDIRECTORS ARE PAN Of 206A ASTM AB53 GRAD 6AII.STEEI:EMERY AS NOTED. APPLY CONNECTORS TO EACM FACE OF TRUSS.AND UNLESS OTHERWISE LOCATED ON THIS DESIGN.POSITION CONNECTORS PER DRAWINGS 160 A.I. THE SEAL 04 THIS ORAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERIAG D UR.FAC. 1.25 FROM THB Eiulldcr5 FIFSI$OVFCe (EOSIP%Mf NTI FORATPANT ICULAA IUI O I HG�ISOTMETDESIGN RESPONSIBILITY OF THE BUILDINGITY DESIGNER.PUSE ER THIS Jact4umint FL ANSIITYT 1-1995 SECTION 2. SPACING 24.0' �_V\O Q I. CAq -1IFIC��C9 No. 03 ATE s, ORIO `#V �`AEo 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,32240-904.241.5200 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-9I,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 J3 3' CJ) THIS OHO PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 Dense 100 MPH WIND. 15.00 FT MEAN MGT. 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 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 T6TAL LOAD. 4 r— g.1.6 I 1 11581-51 1.3-15 T R-iS U-180 W2X46l) T 1J_2-801- 3.0-12 3.0.0 Over 3 SuppoEjts 4-216 U-180 W-3.5' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:8 FL 1 R - Scale -.375" Ft. ••MARKING•' INUSSES REQUIRE EVTRENE CANE IN FABRICATION. MANDLINo. "SNIPPING. INSTALLING AMD TC LL 20.0 PSF REF JAX--66716 GRACING. REFI TO MII-91 (HANDLING INSTALLING AND GRACING). PUILISNEO IT TPI (TRUSS PLAT[ ACTICES"ITO PER; THESE FUNCTIONS.UNLESSTOTHERNISSEDINDICATED.TO ICHORD`SMALLFETY HAVEPMROPERLT ATTAC E; HED TC DL 7.0 PSF DATE 10/31/00 STXUCTUTAL PANELS.IOTTOM CHORD SNAIL WEE A PROP(RLY ATTACHED RIGID CEILING. ••IMPORTANT•• FUNIS.A COPY Or THIS DESIGN TO THE INSTALU11pN CONTRACTOR.ALPINE ENG.1EREO BC DL 10.0 PSF DRW BFSUSJAX 00305018 1-11. INC.SMALL NOT SE RESPONS19LE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO A L P I Nf GYllp THE TRUSSES IN CORDRM KE WITH hl:DR FABRICATING.MANDLIUS.SNIPPING.INSTALLING AND BF 5-ENG /FA WcING or TIuSSES. THIS DESIGN COIIrONMS WITH APPLICABLE PROVISIONS Of NO$(NATIONAL DESIGN BC LL 0.0 PSF CONNECTOR$ARE WOES OFD210GATHE ASTH AGS31GW GALFORESTT.STEEL.E.CEPTNPAPER1ONASINOTED TPI. APPLYALPINE CORRECTORS TO TOT.L D. 37.0 PSF SEON - 74404 ALCM FACE OF TIPSS.AND UIKESS OTHERWISE LOCATED ON THIS DESIGN.POSITION CONNECTORS PER DRAWINGS IGD A-I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 0;PROFESSIONAL ENGINEERING DUR.FAC. 1.25 FROM TH8 Builders FirstSauce CElow'":E 11TIFDRYAwt`PIITICULARI BUIL a Q Is THE TRESPONSI/TEAT,or THE GUIl01NG11. THE SDESIGNER.PER THIS Jwkb ille,FL ANsunt ta99s sttuoN:. SPACING 24.0- 1iV\ Qi Q 4• CAR IFIL��C9 No.4 8 s ST OF Q R EDEN 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 (Jlf10298--LOT - J010298•-LOT J4 1' CJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 Dense 100 MPH WIND, 15.00 FT MEAN MGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN SOT CHORD 2x4 SP #2 Dense ROOF, WIND TC DL - 5.0 PSF. WIND SC OL - 5.0 PSF. WEBS DEFLECTION MEETS L/240.00 LIVE K*O L/180.00 TOTAL LOAD. R-110 ` 4 r— _ 0-715 -6-8-5-6 -r- E"j 9 1-2 0-7-IS W2%4( 1) Be R-I8 U-180 1.1-2-X11-0.121 1.0-0 Over 3�upporGf R-211 U-180 W-3.5' PLT TYP. Wave TPI.95 Oesl n Criteria: TPI STD 18.2f3 OTY:8 FL/-/11-/-/R/- Scale -.315' Ft. --WARNING-- TRUSSES REQUIRE MAINE CANE IN FABRICATION, HANDLING, SHINING. INSTALLING AND BRACING. REFER TO W11-91 (Ml-OLING INSTALLING AND BRACING). POBLISMEO 11 TPI (TRIMS PLATE TC LL 20:0 PSF REF JAR--66717 INSTITUTE. SBU O'ONOFRIO DR..SUITE M.MADISON.Wt 50/19). FOR SAFETY PRACrIC(S PRION FO PERF 3RMIMG THESE FUNCTIONS.UNLESS OTHERWISE INDICATED.TOP CNORD SMALL HAS(PROPE4T ATTACHED TC DL 7.0 PSF DATE 10/31/00 STRUCTURAL PANELS.BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED 4I610 CEILING. --IMPORTANT•• FURNISH A COPT OF THIS DESIGN TO VHE mrAT.IArION CONPRACiOB.ALPINE ENG/N(EREO 8C DL 10.0 PSF DRW BFSUSJAx 00305019 PNDDUCTS. INC. SHALL NOT BE RESNONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANT FAILURE TO A L P I N E SuILO TME BUSSES 1H CONFORMANCE MIT*TPI:ON FABRICATING.HANDLING.SHIPM)MG. INSTALLING AND B C LL 0.0 P SF BF$ ENG /FA IU.-14G OF TRUSSES. THIS OESfGN CONFORMS WITH APPLICABLE PROVISIONS OF MOS(NATIONAL DESIGN SP(CIFICATION PUBLISHED BS THE AMERICAN FOREST AND PAPER ASSOCIATION)AND TP1. ALPINE CONNECTORS ARE HADE OF ZOGA ASTM ASS]BRAD GALT.STEEL.('COT AS NOTED. APPLY CONNECTORS TO TOT.LD. 37.0 PSF SEON - 74407 EACH FACE DF TRUSS.AND UNLESS OTHERWISE LOCATED OR THIS DESIGN, POSITION CONNECTORS PER ORAW:RGS ISO A'I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR.FAC. 1.25 FROM THB I)ulldm FirftSource 4ESF0HSI5ILIr1 SOLELT FOR THE IAJSS CGMONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1RQkmmille.FL CONIINENr FOR ANr CUTICULAR BUILDING IS ENE RESPON11.11.11,W TMF BUIIOING DESIGNER,PER SPACING 24.0` ANSI/TPI 1 I99S SECTION 2, V. CAA tIFIC��C9 Q � z o.4 ZZ ST E R10 ED 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,FI,,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 JS 7' HJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP {2 Dense 100 MPH WINO, 15.00 FT MEAN HGT. SBL. ENCLOSED BLDG, LOCATED ANYWHERE IN BOT CHORD 2x4 SP f2 Dense ROOF. MIND TC DL S.0 PSE, WIND BC DL - 5.0 PSF. WEBS 2x4 SP f3 HIPJACK SUPPORTS 7- 0- 0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W1.SX4>? 10-5-7 R-235 2.83r- 2 7-15 2-7-15 �-i'324 w4X4 a U-270 W2X4( 1) Be L-1.8-8 10-0-5 'J —9-10-13 Over 3 Supports-- N R-387 U-240 W-4.95' PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 OTY:3 FL 1 R - Scale -.375'/Ft. ..YARNING" TRUSSES REQUIRE LATRINE CANE IN FABRICATION, HANDLING. SNIPPING. INSTALLING SBD TC LL 20.0 PSF REF JAX--66718 BRACING. REFER TO$11.91 (HANDLING INSTALLING AND•LACING). PUBLISHEO 01 TPI (TRUSS PLATE INSTITUTE. SB3 O'ONOFRIO DR..SUITE 200.MADISON,Y( S]I19). FOR SAFETY PRACTICES PRIOR TO PtlROGNIWG TME HIS, FUNCTIONS.UNLESS 01H1NWIB1 IND TED.TOP CH0110 SHAD HAIE PROPERLY ATTACHED TC DL 7.0 PSF DATE 10/31/00 STRUCTURAL PANELS.BOTTQH CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. -•IMPORTANT•- lok..IN A COPT OF TNI.DESIGN TO THE INSTALLATION CONtNACT011.ALPINE 1-1BEI". BC DL 10.0 PSF DRW BFSUSJA%00305020 PRODUCTS. IRC.SHALL POT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORNANCE WITH tPI:OR FABRICATING.HANDLING.SNIPPING, INSTALLING ANO BC LL 0.0 PSF BF S-ENG /FA A L P I N E BNACIRG TRUSSES THIS OESIGI CONFORM WITH APPLICABLE PROVISIORS OF BIOS(NATIONAL OCSI6N SPECIFICATION PUBLISHED IT THE AMERICAN FOREST AND PAPER ASSOCIATION)AND TPI. ALPINE74410 CORRECTORS ARE MAGE OF taw ASTM A6S'GR AO GAL'.STEEL.EVCE11 AS NOTED. ASPLI CONNECTOIIS t0 TOT.LD. 37.0 PSF SEON - UCH FACE OF TRUSS.ANO UNLESS OTHERWISE LOCATED ON THIS Off LGN,POSITION CONNECTORS PER O"""S - THE SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR.FAC. 1.25 FROM TH8 Bulldm Fi'slScHm RESPONSI.ILITT SOLELY FOR THE TRUSS COMPONENT DES GN SNO". THE SUITABILITY AND USE OF THIS Jadamv'Ik FL CpNOWENT FOR ANT PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER.PER $PACING SEE ABOVE ANStoTPI 1.1995 SECTION 2. V• CA9 iFIC * NO.488803 s ST TE OF 10 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,a Florida Corporatio Florida Engineer Business No.7347-P.O.Box 50368,Jacksonville Beach,FL,32240-904.241.5 This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,including HIB-91,should be used in conjunction with the architectural and structural plans during installation. If HIB-91 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy 904.241.5200 (JO10298•-LOT - J010298--LOT J6 7- HJ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS B DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP J2 Dense 100 MPH WIND, 15.00 FT MEAN MGT, SBC. ENCLOSED BLDG. LOCATED ANYWHERE IN BOT CHORD 2x4 SP /2 Dense ROOF, WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. WEBS 2x4 SP /3 HIPJACK SUPPORTS 7. 0. 0 SETBAC(JACKS WITH NO WEBS. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W1.5X4 IRS 10.5-7 R-238 U-180 2.83 f T — 2-77.18511 p 2-7-15 W4X4 to 7 R-182 W2X4( 1) s L-1-8-8 7.7-8 'I" 2-4.1---J � —9.10-13 Over 4 Supports —iN R-341 U-180 W-4.95' R-183 U-250 W-3.5• PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 OTY:1 FL 1 R - Scale -.375' Ft. •-MARK INO•• TRUSSES REQUIRE EIT.EME CARE IN FABRICATION. HANDLING. SNIPPING. INSTALLING AND TC LL 20.0-PSF REF JAX--6 6 7 1 9 GRACING. REFER TO HIB-91 (MANGLING INSTAL LI MG AND BAACING). PU$LISHfO IT TPI (TRUSS PLATE OR SAETY PRACTICES ID TO PERFORMING THESE FUNCTIO S.UNLESSINSTITUTE. S63 0-040fRID DR..SUITOTHERIWISE INDICATED.TOPSCHORDFSMALLF"It MOPEILT ATTACHED TC OL 7.0 PSF DATE 10131/00 STRUCTURAL PAUELS.BOTTOR CHORD SMALL MANE A PROPERLY ATTACHED RIGID CEILING. ••IMPO.TATIT•• FAH.ISH A COPY OF THIS DESIGN TO INE INSTALLATION CONTRACTOR.ALPINE ENGINEERED BC OL 10.0 PSF DRW BFSUSJAX 00305021 PRODUCTS. INC.SMALL NGT 11 RESPONSIBLE FDR ANY DETIATIO.FROM THIS DESIGN: ANY FAILURE TO ALPINE 1UILD THE IAUS$[f IN CONFORMANCE WITH Trl:DR FAeaunNG.HANDLING.sxtrrlNG. INSTALLING AND BC LL 0.0 PSF BFS-ENG /FA BPACING Or TRUSSES. THIS DESIGN CONFORMS MIT#APPLICABLE PROVISIONS OF NOS(NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMENICAM FOREST AND PAPER ASSOCIATION) OF TPI. ALPINE CC' NSCTDRs ARf MADE Oi EOGA AS IN AGSS WA0 GALS. STEEL.1ICEPT AS NOTEO, APPLY CONNECTORS TO TOT.LD. 37.0 PSF SEON - 74413 EACH FACE OF TRUSS.AND URLESS OTHERWISE-LOCATED ON TNI$DESIGN.POSITION COMNECTOA$PER DRAWINGS 160 A•1. THE SEAL ON TNI,DRAWING INDICATES ACCEPTARCE OF 111FE11I0NAL INGINEE,ING OUR.FAC. 1.25 FROM T HB BYilders FirsiSourco IESroNSI BILI TY SOLELY FOR T TRUSS COMPONENT 01516.$NO.N. THE SUITABILITI aN0 USE OF 1.is J.1sm Wle,FL COMPONENT FOR ANY 111TICULA.BUILDING IS TME RESPONSIBILITY OF THE BUILDING OESIOREA.PER SPACING SEE ABOVE ANSIITPI I.199S SECTION 2. 4. CAA -vIF►c 9�C9 3Q v * No *8 TE F 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 shuetural 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 vTl" oad a'f'v td'! Ile lss}! isp K s a3 d �31vNp�d t'alp N W 3S 10ga tl 'Np i0 "0Ni ts3a d µt ifl ONta3 d Sag 0 6µ V dlµS 'iN� d1d N 7 Sl d53avaQ ns t01M ld \tdNl ,yald yµ.6 }N\ 1µ3µ019lSNp N( ptNid �dNQ tgNi 3a"11j3N1'Ni1.ON1��d SO '3 7 sap \1 Ot p a ,�. t"t d "a0! IS til q p9ttl!W ,0}NNS NO\V go)."NA ad j.6µ1 V yy0\� (15 yNtl X13 2' 3� d pN 0, p to tt pt tl1d dd y.6d ap! S 3µt !0 ad S���Stj3atlas 3Nt St�°�L�p3µ aid }t .�yt 1 1tl3 "tlt }Kl "! y1S µa0! SNl pN ty /t r S 1M "yt µ0 'qNd SSlp , jl ssissldµ4µ$1d f1t Nt 9Ny 3t��ON\N1KydhYs ONl°�d�00 Syap SS5 1N5 v`'t°g�q)NS\ S9aoiµ003a ION�d0�9µddON"S 3SNpA'oA .. 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Q °pNtMS °3 N° A° ° � do` E6 Xaa P9tyX •• a��'oytd Etna sa end sy #°° Qdsa dyk'''d� ss` �-4 n Kads dY� �xpM 5 s� yn� s�°� Sd y d3'� st end ��y �d�Nts�� °3 yd ° tM dd 9 6� ?�s dd ga S M °S vi G" oy to as 3, ciMo�' sxy s� 1d t�yds Nt 4�`id 5 '�,3��dn�t0 W q, °goy Says assn yioa� os E# as �X2 moxa do .4olyas�s stay v A 'ap3 °� 'tkotsssc 5sssnsy yd s�t��\a y sts A as�y tot y% ytd> QXz d yysa -60 .80.8° a- 4Xz a 0o yNat3 SJkL �° s pry otk'o t� Nt 4s °° ,vz ����yStlt OSSytM SSlao S so as�o iz# d s° Z# go�a o mo doy K�t�pa 3° logs kIo sd �° dyydt}•Q�Oa� doy � `S�dn�js ZOO 3a�0 �# Ao ss�ay spy , ds sd o,�toddo ost4tosds sst s aay� aass�'�y ��dn yznkt��� ssyysa �° asyy a° Qstatos 3stkts,ks N s��lay, t, E0 dotyasn ids g Nyt a GS sa otad astn yss ���vt L160 �odt a X°A°PSs�lA(\ pll.s 1dn °yy�da sa ySoX3 y°� ,t�.4 ``� s'z `t�jno 3rids ss�ay �ytM °s° . °zt °ss sash s id S��s 'as��s �° y Shy �a .00 S,as S.dss� i pppi �pp0p 0p0p 0pp0p 0p0p p0pp© 0pp0 " p00pp ppp0 6ppp0 ppp0 0 p0 0p 1 ` Q Q O ✓ �p �G� m S Q S ro N 4` 7� •- 3f N 7P Z > In � Z ro p © 0 d f � Wdoro �n p N N n -s r , y 11 1111 DIMENSIONS FASTENERS 1 MODEL ICARRYINGICARRIED I AVG' NO W H B MEMBER MEMBER ULT to c *0 HHUS49 -5/8 7 3 22-16d 8-16d 19850 � o a o o DOUG F IR-LARCH/SOUTHERN PINE ALLOWABLE'•LOAIIS A, �7' e UPL I FT1 UPL IFTI FLOOR SNOW CONST WIND 00, 00 <-1-3�-) t< 160)2000 2000 3885 4465 1 4855 1 5180 SPRUCE-PINE-FIR ALLOWABLE LOADS UPLIFT UPLIFT FLOOR SNOW CONST WIND• < 13 3) 1 ( 160) 1 < ) C 12 5) 1860 2000 3275 3765 1 4095 4370 I. Uplift toads have been increased 33% and 60. for earthquake or wind •toadinq with no , further increase atlow.ed, Reduce by 33% and 60% • for norMat toadinj such as In cant Itever construction, Simpson 5HU$48 DOABLE SHEAR JOISTHdNGERS SINGLE FAMILY RESIDENCE HVAC LOAD ANALYSIS for Beaches Habitat P.O. Box 50939 Jacksonville, FL 32240 [Eli e i0fhUare RHVACHVAC RI;�ID�M7TAL,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 50x39 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. Factor: 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. Single Family Residence Pcean State Htg&A/C Neptune Beach, FL 32266-1798 06-29-00 Page 3 Total Building Summary Loads Component Area Sen. 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 Stuh 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 0 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 2,068 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 b 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 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 _ i5. Is this a worst case? No 6. Conditioned floor area(ft2) 1214 ft2 c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 ft2 _ 13. Heating systems fb. Clear-double pane 150.0 ft2 - a. Electric Heat Pump Cap: 100.0 kBtu/hr C. Tint/other SCISHGC-single pane 0.0 ft2 HSPF:7.00 _ d. Tintlother SC/SHGC-double pane 0.0 ft2 b.N/A _ 8. Floortypes _ a. Slab-On-Grade Edge Insulation R=0.0, 149.0(p)ft c. N/A _ b.N/A _ c. NIA 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ ja. Frame,Wood,Exterior R=11.0,934.0 ft2 _ EF:0.92 _ b. Frame,Wood,Adjacent R=11.0,64.0 fe _ b.N/A _ c. N/A _ d.NIA c. Conservation credits _ e. N/A i (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1214.0 ft2 _ 15. HVAC credits _ I 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:Una AH:Interior Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b. NIA 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 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 D�TYiEST,�Td 0A Energy Code. calculation indicates compliance � PREPARED BY: Ocean State HVAC with the Florida Energy Code. DATE. Before construction is completed �' �q'� � - a -��r� this building will be inspected for 4 I hereby certify that this building, as designed, is in compliance with Section 553.908 �•�oD compliance with the Florida Energy Code. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGaugeS(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang FloorArea Type/SG 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.S 4.0 9.0 34.50 0.74 228.9 As-Built Total: 150.0 3921.6 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 1632.8 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 UnderAttic 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: -5513.0 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 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details rMDDRESS. , 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 r� EnergyGaugeTM DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 F 0 RM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X SWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM 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 1.28 344.7 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 Exte rio r 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 EnergyGaugeOlFlaRES'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#: J 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 10984.0 50.0 0.92 4 1.00 2626.61 1.00 10506.4 As-Built Total: 10506.4 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::] Ot SHB ST9T8 1j ll � - a �aD WE EnerovGaugeT" DCA Form 60OA-97 EnergyGauge®/F(aRES'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:windowsidoors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at comers;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>118"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeterpenetrations 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 CHEC 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 adily accessible manual or automatic thermostat for each system. insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60DA-97 EnergyGauge®/FIaRES'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 ft2 - 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 ft= - HSPF:7.00 - d. Tint/other 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. Wail 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 - DBP-Dedicated heat pump) a.Under Attic R=30.0, 1214.0 ft2 - 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:Une. 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�z sTAT� in this home before final inspection. Otherwise,a new EPL Display Card will be completed o� based on installed Code compliant features. ya���i' t� Builder Signature: Date: - a O�- Address of New Home: City/FL Zip: c0 wga *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 EPAIDOE EnergyStarTudesignation), your home may quali for energy efficiency mortgage(EEAV incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www,fsec.ucfedu for information and a list of certified Raters.For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLRCNA-200)