Loading...
Permit 1921 Francis Ave .IOP ADDRESS TYPEWORK PROPERTY O T .EPHONE �V)-/-2D a CONT UCTOR TELEPHONE ,2 0-2b# PERA9 T NUMBER a�cJ�O`� DATE -tel 7 INSPEC'IONS: FOOTTYG_ SLAB -cc) TTEBE" L,�YTEL NALUNGISHEA FRAING/COVER CP E VSLZA17ON FINAL BUILDING CRIt=C 4=OF OCCUPANCY �� l 1 ELECTRICAL PEMQT'#M .�I�- -DVSPECTIONS ROUGE b C-) FINAL 241 MECHANICAL PERS �23Cotl LMSPEMONS ROUGH -0 -t FINAL PLUMlWVG PER3MV MPECTIONS ROUGHIUNDER TOPOUT WATERSEDWMER / - S L ��n Llt CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING { 800 SEMINOLE ROACH-ATLANTIC BEACH,FL 32233-TEL. 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24437! ~� - Address: 1921 FRANCIS AVENUE. Permit Type: UTILITIES ATLANTIC BEACH, FL 32233 Class of Work: CABLE TV POWER SUPPLY Township: Ranger Book: Proposed Use: SINGLE FAMILY Lot(s):4 Block: Section: Square Feet: Subdivision: OVE Est. Value: . Parcel N . er: _� L Improv. Cost: _ OWNER WFORMAT. Date Issued: 7/15/2002 me: BEACHES HABITAT Total Fees: A dress: P.-O. BOX 50939- I. Amount Paid: JACKSONVILLE BEA ; FL $2240 _ Date Paid: 7/15/2002 hone: X904)241-1222 ori Desc: UQDERGROUND.CATV FACILITIES �� - CQ_ CT®R(S) _ � _ - _CATION FEES_-_ T&T BROADBAND 0.00 �. � .K"io- � - ,w: W'N�' ' tma PION .sy^�� ' `,# 'v= . :.u^sh,. � ��S'M1 .t. 1` Y ., .3'' tip• - ! ..Ee•'�u „ ' a '" r�y.A7} 4 . 'k�6 .'aY1aLbr���� � 't. ,s±K cEs t'dR' ..xwlQ_+kQ r+u �� a -m.w, - -:K "rF r+ '3' ,mk""'. 3k� k - F ?a t-t`�-F �• : . 'W t' k� E y . .^SIAF gip- .S.L `a-7::t' 4 ••_ 'm�•iw a. g, NL�T TED, T Lir� k �i�°� �k�tf .a�+..:k:E e ° °!'�;�--�•?`. .vi' �,y'v,� rrµu��" k� 5�t. :2 ay y ,,,,.�,b- x., - r� BUILDING MATE W PACE;:AND I MUST BE T CLEAR `� i . .c "FAILURE TO C w { PROPERTY OWNE j ISSUED ACCORDING TOA _ JECT TO REVOCATION FOR VIOLATION.OF APPLICA ~�u 00w: MTN Click: 71116M h NKPt W. 73695 . aisa�ls . WT ONLY sr.N ' m_= -- 1� OF./1�tlq' N.A. ATLNTIC BEAj CII BUIL NG DEPT. pTT w A1L=6 NO DEPw'faR ACCtJW __� 2 � CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CIT' RIGHTS OF WAY AND EASEMENTS Q 21 DATE �'�T� �y PERMIT NO. 1}y l��C� ISSUED BY THE CITYI`€ JOB ADDRESS Ql1(�_ �) u VALUATION $ �✓4J PERMfTTEE PERMfTTEE ADDRESS AC\-)C cc-k TELEPHONE NO. SC-)V REQUESTING PERMISSION FROM THE CITY OF ATLANTIC BEACH TO CONSTRUCT �•., LOCATIONS:` EFERENCE TO CROSS-STREET) 1 ty�9r 1 . APPLICANT DECLARES THAT PRIOR TO FILING THIS APPLICATION HE HAS ASCERTAINED THE LOCATION OF ALL i EXISTING UTILITIES, BOTH AERIAL AND UNDERGROUND AND THE ACCURATE LOCATIONS ARE SHOWN ON THE SKETCHES. A LETTER OF NOTIFICATION WAS MAILED TO THE FOLLOWING UTILITIES/MUNICIPALITIES: JACKSONVILLE ELECTRIC AUTHORITY YES ( - No ( ) . DATE: to, fZy`�p BELL SOUTH TELEPHONE COMPANY Yes ( r7 No ( ) DATE: FERRELL GAS YES ( r-)' No ( ) DATE: MEDIA ONE CABLE TV YES ( ) No ( ) DATE: 2. WHENEVER NECESSARY FOR THE CONSTRUCTION, REPAIR, IMPROVEMENT, MAINTENANCE, SAFE AND EFFICIENT OPERATION, ALTERATION OR RELOCATION OF ALL. OR ANY PORTION OF SAID STREET OR EASEMENT AS DETERMINED BY THE DIRECTOR OF PUBLIC WORKS, ANY OR ALL OF SAID POLES, WIRES, PIPES, CABLES OR OTHER FACILITIES AND APPURTENANCES AUTHORIZED HEREUNDER, SHALL BE IMMEDIATELY REMOVED FROM SAID STREET OR EASEMENT OR RESET OR RELOCATED HEREON AS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS, AND AT THE EXPENSE OF THE PERMITTEE UNLESS REIMBURSEMENT IS AUTHORIZED. 3. ALL WORK SHALL MEET CITY OF ATLANTIC BEACH OR FLORIDA DEPARTMENT OF TRANSPIRATION STANDARDS AND BE PERFORMED UNDER THE SUPERVISION OFL j� S(r�}�C1 (CONTRACTORS PROJECT SUPERINTENDENT) LOCATED AT rcA TELEPHONE No.3`-�y- 4. ALL MATERIALS AND EQUIPMENT SHALL BE SUBJECT TO INSPECTION BY THE DIRECTOR OF PUBLIC WORKS OR HIS DESIGNEE. 5. ALL CITY PROPERTY SHALL BE RESTORED TO ITS ORIGINAL CONDITION AS FAR AS PRACTICAL, IN KEEPING WITH CITY SPECIFICATIONS AND THE MANNER SATISFACTORY TO THE CITY. 6. A SKETCH OR PLANS COVERING DETAILS OF THIS INSTALLATION SHALL BE MADE A PART OF THIS PERMIT. 7. THIS PERMITTEE SHALL COMMENCE ACTUAL CONSTRUCTION IN GOOD FAITH WITHIN DAYS FROM THE DAY OF SAID PERMIT APPROVAL AND SHALL BE COMPLETED WITHINC\0 DAYS. IF THE BEGINNING DATE IS MORE THAN 60 DAYS FROM DATE OF PERMIT APPROVAL, THEN PERMITTEE MUST REVIEW THE PERMIT WITH THE DIRECTOR OF PUBLIC WORKS TO MAKE SURE NO CHANGES HAVE OCCURRED IN THE AREA THAT WOULD AFFECT THE PERMITTED CONSTRUCTION. 8. IT IS UNDERSTOOD AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SET OUT ARE GRANTED ONLY TO THE EXTENT OF THE CITY'S RIGHT, TITLE AND INTEREST IN THE LAND TO BE ENTERED UPON AND USED BY THE HOLDER, AND THE HOLDER WILL, AT ALL TIMES, ASSUME ALL RISK OF AND INDEMNIFY, DEFEND, AND SAVE HARMLESS THE CITY OF ATLANTIC BEACH FROM AND AGAINST ANY AND ALL LOSS, DAMAGE, AND COST OF EXPENSES ARISING IN ANY MANNER OF THE EXERCISE OR ATTEMPTED EXERCISES BY THE HOLDER OF THE AFORESAID RIGHTS AND PRIVILEGES. 9. THE DIRECTOR OF PUBLIC WORKS SHALL BE NOTIFIED TWENTY-FOUR (24) HOURS PRIOR TO STARTING WORK AND ACLAIN IMMEDIATELY UPON COMPLETION. SUBMITTED BY: y'. L7: .\ti ti/��- (PLACE CORPORATE SEAL IF APPLJCABLE) S ISTJ BEFORE ME THIS DAY Or `� 6 -NOTARY PUBLIC o, Blue ercer 2 ;. Commlesion#CC 9700337 -716 Q '= Expires Sep. 14,2003 Cm of Atlantic Qe�IC"i ��,,. Bond.d Thru p,cc.c. Atlantic Bonding Co.,Inc. l :ii ding arii ' I W �-�'C 2- �r2-t t,, I T Ann 11 W Ln I Ln G%-hur=-C R.. n _ . Si " s Rd .� k i ra St CU jordan Li Y11 7V� IF ord�, n a Public Work R M mity ' ,PntP r �- Lopio .- r 0 r 0 W y nl AA 1 fv �i F gg . 7 e CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 F3`i. Permit Number: 20269 Address: 1921 FRANCIS AVENUE Permit Type: TREE REMOVAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):4 Block: Section: Square Feet: Subdivision: FRANCIS COVE Est. Value: Parcel Number: Improv. Cost: Date Issued: 6/23/2000 Name: BEACHES HABITAT Total Fees: Address: P. O. BOX 50939 Amount Paid: JACKSONVILLE BEACH, FL 32240 Date Paid: Phone: 904)241-1222 Work Desc: TREE REMOVAL FOR LOT 4, FRANCIS COVE PROPERTY OWNER 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. 't�� (I - Ix AT NTIC BEA04 BUILDIINq DEPT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 20268 Address: 1921 r FRANCIS AVENUE Permit Type: FOUNDATION ONLY ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):4 Block: Section: Square Feet: Subdivision: FRANCIS COVE Est. Value: Parcel Number: Improv. Cost: SEEM Date Issued: 6/23/2000 Name: BEACHES HABITAT Total Fees: Address: P. O. BOX 50939 Amount Paid: JACKSONVILLE BEACH, FL 32240 Date Paid: Phone: 904)241-1222 Work Desc: FOUNDATION PERMIT FOR LOT 4, FRANCIS COVE FOR NEW HOME PROPERTY OWNER FOOTING M TREE BARRICADES SLAB NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH 13UILDING DEPT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 w. Permit Number: 20307 Address: 1921 FRANCIS AVENUE Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):4 Block: Section: Square Feet: Subdivision: FRANCIS COVE Est. Value: Parcel Number: Improv. Cost: 55,502.00 Date Issued: 6/29/2000 Name: BEACHES HABITAT Total Fees: 2,497.49 Address: P. O. BOX 50939 Amount Paid: 2,497.49 JACKSONVILLE BEACH, FL 32240 Date Paid: 6/29/2000 Phone: 904)241-1222 Work Desc: CONSTRUCT NEW HABITAT HOME HSF-1218 /SCHG-1288 SEE NOTE BELOW Note: Structures must not be identical PERMIT 0.00WATER IMPACT FEE 350.00 to others within 500 feet. GWII SEWER IMPACT FEE 1,250.00 WATER METER/TAP 525.00 RADON GAS-H.R.S. 5.79 RADON CAB 5% 0.30 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 5.80 SCHARGE/ATL.BCH. 0.60 TREE BARRICADES FOOTING SLAB COVER UP FRAMING FINAL BUILDING CERTIF/OCCUPANCY INSULATION NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Operator: CHERYLE Date: 8/30/00 01 Receipt: 0084849 Total Payment $2497.49 ATLANTI EA H BUIL G DEPT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT ' �, P NIlT;lIVFOR ATI,ON4 k ' ,tb�ATl01�F.1#�lFt}RMAf1Ul�" - _��_ Permit Number: 20649 Address: 1921 FRANCIS AVENUE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):4 Block: Section: Square Feet: Subdivision: FRANCIS COVE Est. Value: Parcel Number: Improv. Cost: Date Issued: 9/19/2000 Name: BEACHES HABITAT Total Fees: 45.00 Address: P. O. BOX 50939 Amount Paid: 45.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 9/19/2000 Phone: (904)241-1222 Work Desc: CS2/0 150AMPS 1 P 3W 240V CABLERW ALUM NEW RESIDENTIAL SERVICE CMA ELECTRICAL CONTRACTOTS OF FL PERMIT au 45.00 -7:71 - ns actions Re" _ _ ROUGH ELECTRIC FINAL ELECTRIC NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $45.0014 Date: 9/28/89 81 Receipt: 809429 1 L 1A CHECKS 2552 ATLANTIC --DWG DEPT. 98199893221999 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT M � MIO flMNFRrC ATIEttl. r a kms . Permit Number: 20882 Address: 1921 FRANCIS AVENUE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):4 Block: Section: Square Feet: Subdivision: FRANCIS COVE Est. Value: Parcel Number: Improv. Cost: „'y C ER.INF 11A% TI Date Issued: 10/31/2000 Name: BEACHES HABITAT Total Fees: 46.50 Address: P. O. BOX 50939 Amount Paid: 46.50 JACKSONVILLE BEACH, FL 32240 Date Paid: 10/31/2000 Phone: 904)241-1222 Work Desc: INSTALL PLUMBING B & G PLUMBING PERMIT 46.50 UNDER RSLAB PLUMBING SEWER/ 0p °' r►ce r n �N mamma TER TOPOUT FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS” ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. $41;.50 14 Date: 11/01/00 01 Receipt: 09071034 CHECKS 00100003221000 ATtANTIC BEAC BUILDING DEPT. CITY OF ATLANTIC BEACH MECHANICAL PERMIT 8W SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL 247-5826-FAX: 247-5877 PERMIT INFORMATION; LOCATION INFORMATION Permit Number: 21364 Address: 1921 FRANCIS AVENUE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):4 Block: Section: Square Feet: Subdivision: FRANCIS COVE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 1/31/2001 Name: BEACHES HABITAT Total Fees: 43.00 Address: P. O. BOX 50939 Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32240 Date Paid: 1/31/2001 Phone: (904)241-1222 Work Desc: INSTALL HVAC CONTRACAMS) P N FEES OCEAN STATE HEAT&AIR PERMIT 43.00 F ROUGH MECHANICAL FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. t �'�•� Dates 1/31/5161 Beceipt$43-N14 ATLANTIC BEACH BUILDING DEPT. PECKS 16186 l ( Ftz-?rgj -S 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 MARDED SITES WILL NOT BE PROCESSED. I. ., �s i��,fry l?�. J, .13 at APPLICANT NAME ADD SS TELEPHONE ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE PdIL 4 3. REASON FOR PROPOSED TREE REMOVAL: ��?� 'E e Ir. �"hH.'l �� 1 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES -p NO ❑ NOT SURE 5. PROPERTY ZONING: .RESIDENTIAL ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAMETER * EXTERIOR ZONE** 4in I., py jam/ "4 'Tl Vis/ !�. 4 /.,—r *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'W'. fl 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 corners 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 II, TREE PROTECTION,AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. Applicant's Signature 6i 4i 6, 13,.,, hP n- Date Own r'sSignature Date CITY USE ONLY: Tree Conse7!il Board Chairperson Date CITY OF ATLANTIC BEACH, FLORIDA Avvrw4od by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:— IMPORTANT ATE:IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM- SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS. WHICH ARE A PART HEREOF,AND IN'ACCORDANCE WITH-THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: / MAST 1CIAN SIGNATURE NAME ! �'7 /fyli ADDRESS: RFQ BOX BLDG.SIZE BETWEEN: AJ L 7 (lam RES.(-r APT.( ) COMM.( ) PUBLIC( ) INDUS.( } NEW Y-J OLD( ) REW.( ) ADDITION( ) TRAILER ( ) TEMP.( ) SIGNS ( ) SO.FT. SERVICE: NEW(4r_�_1NCREASE( ) REPAIR( } FEE CONDUCTOR SIZE O AMPS /](D COPPER ( I ALUM. r SWITCH OR BREAKER 7 v AMPS PH l W G/C/OLT A «ACEWAY EXIST.SERV.SIZE AMPS PH t W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 91-100 AMPS. SWITCHES INCANDESCENT FLUORESCENT Q M.V. FIXED 0.100 AMM. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT OYEB MOTORS H.P. VOLTAGE PNS NO. I H.P. VOLTAGE PHS MISCELLANEOUS OU TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA I.I NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHE EACH SIGN. FORWARDED s TOTAL FEES -� 0 y, CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT yya^ JOB LOCATION: 19 2.1 t- P/,-d<IS S 7"Qr E T- OWNER OWNER OF PROPERTY : Q EAG 1-I.ES A" - -r4 T' TELEPHONE NO. � F, •Y4 .�4 FJ � �' PLUMBING CONTRACTOR dG loCV ,n4i,j(r 0,r CONTRACTOR' S ADDRESS : 139 9 7) 6 F4 c y STATE LICENSE NUMBER: G�C a Z 2 S3 TELEPHONE : ZZ 3 3S8S ' HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS I; Z LAVATORY I WATER HEATERS z BATH TUBS DISHWASHERS y. URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS ` SHOWER PANS 1 SEWER WATER ; REPIPE OTHER at TOTAL FIXTURES :_� x $3 . 50 $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER : SIGNATURE OF CONTRACTOR: ---------------------------------------------------------------- ;� INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH' , THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE;: CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904 ) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOP, -INSPECTION, ; PRIOR TO COVERING UP — (904 ) 247-5834 x`' ' Book 9649 Page .241 This,instru4ient was repared by a9 oc#: ''9964'9 3015r 2C�►Oi P.O.Box 50939 Pqge. 24 Jacksonville Beach;Florida 32240 Filed & Recorded 06/09/00 01:52:01 PM ETUR. HENRY a COOK tl�61 _ CLERK CIRCUIT COURT jPj i4E� I NOTICE Off.COMMENCEMENT DTRUUSTAL CFUNDD # RECORDING $ 1.00 5.00 STATE OF.FLORIDA Permit No.: COUNTY OF DUVAL Tax Folio No.: 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. Description of property:(legal description of property and street address if available) 0-4 k6 2. General description of im rovements: To build a sin le axnil 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 titleholder(if other than owner) :N/A 4. Contractor: a. Name and Address: Ha.6(VcAA400 4wV.L r) L�t� 0 Fl- b. Phone Number: qLq4_ L C. Fax Numben(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: Ca h 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 foregoingms ntwasacknowledgedbefore HABITAT FOR HUMANITY OF THE me thisM day of 2009 by<�O— JACKSONVILLE BEACHES,INC. /5v(zK rt 'L4'who [ personally known to me or /,/7,--, It —r— BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC REACH.FLORIDA aataa APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT—Applicant to complete all items in sections I, 11, Ill, and IV. LOCATION Street Addren: ( V&A)L16 j�,,� OF Infsrseefing streets: Between And A rv`bA WILDING Sub•dlvldon 11. IDENTIFICATION—To be completed by all applicants. in considerstion of permit given for doing the work at described in the above statement we hereby agree to perform mid work in accordance with theatfech)d plans and specifications which are s part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein. Nems of Mes:hesieel N Con}rfen !' / Contractor(Print) .G4eNN 'TE Masheaer Q 7 cit Name of hope Signature f owner _._.___, }un of at Author m4 Ares of er Engineer ttl. HtAL INFO A. Tree of feel: H• ,/ IS OTHER CONSTRUCTION BEING 00pgEt H•dde THIS BUILDING OR SITE? /❑9 Got—❑ U s ❑ 1 ❑ Central Utility IF YES, GIVE NUMBER�QF�COJ�ISTR�ION ❑ OB PERMIT �O(( ❑ Othor—Specify IV.MECNANMM.RQUIPMONT TO SE INSTALLED NATURE OF WORK I►revidcomplete list of compononh em bed of this fern( Residential or Q Commercial Neal 13 space 13 Recessed�GnfreI a Riser `z New Building ,Qf/Air Goddbming: ❑ Room ❑. Control / f �� ❑ Existing Building ry'Deef System: Materia t $ Thlck sawn_ ❑ Replacement of existing system �+ Mesdmvm capacity e f m New Installation(No system previously Installed) ❑ RefrigeeNen ❑ Extension or add-on to existing system 0 Coeliag 10erer GMthY ❑ Other—Specify Q ars sprfaklent NYTkNt d hNdL ❑ Elovatm Q MomRR ❑ Escetet•r (mvmberl THIS SPACE FOR OFFICE USE ONLY Q.640446 pumps_ (:umber) 13L Teske (nwnber) Remarks ❑ LPQ confel•sus. (number) ❑ Unfled pr•ssve vesaN ❑ Permit Appso.ad by Mlleea Oefa� Ofher—'Specify hrmit Fie LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT t 2hunbertwte Daaedptbea Xedel Number Manufacturer ( )r A= ABATING•FURNACES, BOILERS,FIREPLACES ;yac! IPtlaaberVa/tr I)eaerlPfsoa Number anufawturer �fll!I'IT1y NI IVOL TANKS Now Xany IPee)aal Cati�R1 Tree I'atauld name of Serial Appm 9 aced Dlmdlona Contained manufaotww No. � ouuK. 6 , PAGE 4 NOIR, IS THE p 20' ALLEY BY PLAT BOOK 19, PAGE 16 HEREIP IN AU Q S00'46'WE 214.76' OF TM 0. 24.86 PCSP 84.48 PCSP C,21.12 BE AD) � ON THI Y RECORI O m PC w _ PT _51L 0 T 6 (f, to J F W X W rn z c J tJ C7 0 C9 o 0) 0 H z N00'00'46"W 99:41' N00'00'46"W 99.42' N -4 Y y 49.70' 49.71' 49.71' 49.71 0 0 rn N O 0 0 [U Z m CV Q 10.00' J � co '� m m .-+ 00 xo � LOT 1 SOT 2 3 LOT 3 LOT 4 ;.� W C) W `r O v, o d J O J a J w a o oo a Dort Q a Q a' o rn 0 a C0 V) O 00 (n o rn z z c W Z X PT C PC 0 24.94' PCSP 34.88' 1 49.71' 49.71' 34.63' PCSP x'210 N00'00 48 214.96' FRANCIS AVENUE NAIL & DISK SOO'00'46"E 301.02 ?DEN & ASSOC 18" (30' RIGHT-OF-WAY 8�' PLAT 6001< 19, PAGE 16) f CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address if Date 0 Heated Square Footage @ 's 00 ,:,e r Sj S Garaa Shed LIO $ 23 -00per sq 08 13- 130per scf f t C) Carport orch Dec' $ sper a ft Patio $5__per sq ft = 8 L) TOTAL VALUATION : Total Valuation 1st Remaining Value per thousand or -portion thereof TOTAL BUILDING FEE + 1/ 2.' Filing Fee Fireplaces @ $15 . 00 $ tteT-,.",-,EUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE la, 0 WATER METER/TAP CAPITAL IMPROVEMENT S E W RNR T A Pe RADON (HRS 1C,101 55 0 '7 ECTION H PAVING HYDRAULIC SHARES CROSS CONNECTION $ J ;40 SURCHARGE 005 0 (41 GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical Plumbing___ Electric/New Electric/Temp 1swimminapool Septic Tank si- gn— Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: �T 2 /f 4/Ij C V OWNER: [ ' 1. Determine Occupancy Classification of the structure. Select occupancy classification which most accurately fits the use of the Building. (Chapter B3) f [-� 2. Determine actual physical properties of building. [ ° a. Determine building area each floor. (Area definition Chapter 62) [�]0 b. Determine grade elevation for building. (Grade definition Chapter 132) [..] C. Determine building height in feet above grade. (Height definition Chapter 132) [14 d. Determine building height in stories. (Story definition Chapter 132) [1 e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter 132) f. Determine percent of exterior openings per floor. [a] 3. Determine minimum Type of Construction necessary to accommodate proposed structure fit , (Chapter 136) [ a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [ �] b. Check allowable height and area increases permitted. (Chapter 65) [ } 4. Check detailed Occupancy requirements. (Chapter 134) [ ] 5. Check detailed Construction requirements [�] a. Fire Protection of Structural Members(Chapter B6&Table B600) [-] b. Fire Protection Requirements(Chapter B7 and Table B700) [ j C. Means of Egress Requirements(Chapter B10) [ ] d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) [r] 6. Review design as related to standards. (Chapters B16-B26) 7. Check other requirements as necessary. [,} a. Construction projecting into public property(chapter B32) [+�] b. Elevators and conveying systems(Chapter B30) [vf C. Sprinklers,standpipes and alarm systems(Chapter 139) d. Use of combustible materials on the interior(Chapter 88) [�} e. Roofs and roof structures(Chapter B15) f. Light,ventilation and sanitation (Chapter B12) [ ] g. Other CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date By: --- Don C. Ford, Building Official don/sb.1 � w SINGLE FAMILY RESIDENCE HVAC LOAD ANALYSIS for Beaches Habitat P.O. Box 50939 Jacksonville, FL 32240 I i RHREsio5NIIAL VAC. HVAC LOADS Prepared By: Jeri Boxx Ocean State Heating&Air Conditioning i 1476 Atlantic Boulevard i Neptune Beach,FL 32266 I (904)249-8251 06-29-00 I I�;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 509,39 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 I I 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. j Be sure to select a unit that meets both sensible and latent loads. i i i I i I Thursday,June 29,2000 AHVAC-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 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass d(/letal 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 i 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. I I i 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 j 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 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. I � i i Thursday,June 29,2000 R.HVAC-Residential&Light Commercial HVAC Loads Program � Elite Software Development,Inc. Oceon 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 j 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 I I I i i i i I I i i i Thursday,June 29,2000 FORM 60OA-97 e 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 _ 4. Number of Bedrooms 4 _ b.N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft2) 1214 W c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 ft' 13. Heating systems b. Clear-double pane 150.0 W _ a. Electric Heat Pump Cap: 100.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ftz _ HSPF:7.00 _ d. Tint/other SC/SHGC-double pane 0.0 ftz 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 W _ EF:0.92 _ b. Frame,Wood,Adjacent R=11.0,64.0 ff _ 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 W _ 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 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 o�caEST�T� Energy Code. calculation indicates compliance ��, ;o Ocean State HVAC with the Florida Energy Code. PREPARED BY: Before construction is completed DATE: - r �'� this building will be inspected for �* ' I hereby certify that this building, as designed, is in compliance with Section 553.908 . 5� compliance with the Flori nergy Code. Florida Statutes. COD WE OWNER/AGENT: ' ` BUILDING OFFICIAL: DATE: DATE: EnergyGauge®(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 Floor Area 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: 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 1632.6 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: -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 EnergyGaugeO/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: 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®/FIaRES'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 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 1.26 344.7 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 EnergyGaugeO DCA Form 60OA-97 EnergyGaugeO/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 EnergyGaugeTm 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 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 21411.01 4244.0 4532.2 10506.4 19282.6 E:FPASS 01 T1iE ST qr��.o� MoD 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 theperimeter,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-stwy Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavit 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 CHECK 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 R-11. EnergyGauge'rm DCA Form 60OA-97 EnergyGauge®/FlaRES'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(ftZ) 1214 ff c. N/A - 7. Glass area&type - a. Clear-single pane 0.0 ft, - 13. Heating systems b. Clear-double pane 150.0 W - a. Electric Heat Pump Cap: 100.0 kBtu/hr - c. Tint/other SC/SHGC-single pane 0.0 ft2 - HSPF:7.00 - d.Tint/other SC/SHGC-double pane 0.0 ft, b.N/A 9. 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 fV - EF:0.92 - b. Frame,Wood,Adjacent R=11.0,64.0 ff - 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 fe - 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) yo�T�Sr47, in this home before final inspection. Otherwise,a new EPL Display Card will be completed ywQ'.o. based on installed Code compliant features. But Builder Signature: Date: �- a Address of New Home: City/FL Zip: c0 WF *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarT"'designation), your home may qualify for energy efficiency mortgage (EEA incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or.see the Energy Gauge web ,site at www.fsec.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) PROP DESCRIPT/ION' �004y # Section # - �Z division. Street Name DESCRIPTION OF WORK / or Address: m (If in a FLOOD 1 �� Flood Zone: area complete page 3) • '! rief Description4. .. Class of Work: (New/ City Of At1>:<!1 " 9 grA6)ael/Addition: Buiidin�j am-] A70ninr ZONING INFORMATION Type of Construction: r Zoning Proposed District: Use: Estimated Value $ CJ Exceptions or Variances Materials � Granted: Solid or Filled Ground: Roof: C' lrei© Method o Heating: fL� OWNER INFORMATION Property Owner Phone:. Mailing Add s Zip: CONTRACTOR INFORMATION Contractor: oo;,'/g Phone: J` Mailing Add ess: l r, 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 PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. / / ir—/J" " /0 0 Owner Signature r / �- DATE Contractor Signature 4 DATE N O AND SUBSCRIBED BEFORE ME BY d,/0, 1-/Cr 66)f2fcHtel2"� THIS 7 DAY 4AYWO109!1�0 ALL J fb� `�` , NOTARY P LI C � a�� ��/ GL'i?3RL pHr s' �,:dxfi EadeiO h7_Y��, . FLOODPLAIN DEVELOPMENT INFORMATION I 1 , Location:: Type of Development: -C.-i�-� �- 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 proposed development. Date ' 7 Applicant's Signature C�4 Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation Survey Filed with Building Department Building Department Representative CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must submitted with seven(7)copies and received by 5 PM on.Friday ten 101 days prior to the scheduled meeting in order to be placed on the agenda. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. L APPLICANT NAME ADDRESS TELEPHONE 2. ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES ❑ NO ❑ NOT SURE 5. PROPERTY ZONING: ❑ RESIDENTIAL ❑ 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 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. )b:' (0-47 LOT T1 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 'OP CHORD 2x4 SP $I Dense 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, !OT CHORD 2x4 SP #2 N ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WEBS 2x4 SP f3 WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. RECOMMENDED CAMBER 1/4' AT MIDSPAN BETWEEN BEARINGS. N LIEU OF RIGID SHEATHING: OP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. #I HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7' Si' 7' W4XB W1.5X3w4x T 12 T ~ w2X10(85R) W2X10(B5R) W1.5X4 W3X7 HS2512 W1.5X4 25' �--- 2' 25' 2' ---� 7' 11' 7' 4284 4281' Rv-19034 U-9304 w-3"8 Rv-1903N1 U-9304 W-3"8 G = Ti SED = 52406 ATE-WAVE TPI95 TPI-95 (STD) QTY= 2 PLIES- 1 TOTAL- 2 REV. 18.2c4 SCALE -0.2669 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CAFE TC LL 20.0 PSF REF t IMPORT ANTS*SMALL NOT BE RESPONSIBLE FDRAMY ARNING IN HANDLING. ERECTION AMD ii/ 3/9DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91BY TPI. SEE THIS DESIGN T BpTC OL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRIGS IN CONFORMANCE WITH OSTBB BY TPI. FDR ADDITIONAL SPECIAL PERMANENT BRACING RE .,Ilk,.ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM GUIREIENTS. ULESS OTHERWISE INDICATED. TOP �423 .ABC OL 10.0 PSF DRWG AM6 SA B EXCEPT AS NOTED. APPLY CONNECTORS TD EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF JOM CONNECTORS PER DRAWINGS 130. 150 S 1SOA-F. DESIGN STANDARDS MIT"PROPERLY ATTACHED R1SIO CEILING—SEE ■T A T t o•; CONFORM W/APPLICABLE PROVISIOS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE I7/1/91) FON PROPER R<OR tO►o� TOT.LD. 37.0 CPSF 0/A LEN. 25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH'A COPY OF THIS ,f „o�� OUR.FAC. 1 •25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. r+ - •--TPT .TAI RR at arc TNRTtTIRF NnR. 1a 1 NATI—AI M¢TM RPFrtetnatrrw Fro Arm Pf Ir T?— SPACING See above TYPE h i OS Db: (8-4799) LOT T2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP f1 Dense : T2 2x4 SP 02 N: 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI, BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL - 5.0 PSF. WIND BC DL - 5.0 PSF. IN LIEU OF RIGID SHEATHING: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00' OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 9. T, 9. W4X5(R) W4X T 12 T .. 5 v Q 4 �=W2X5(A!) 2X5(All W3X4 W3X4 W1.5X3 25' �---2' T 25' 2' --� Rv-1036# U-5401 W-3"8 Rv-1036# U-540/ W-3"B AG _T2 TPI95 TPI-95 (STD) QTY= 2 PLIES- i TOTAL- 2 REV. IB.2c4 SCALE =052669 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES HEGUIRE EXTREME CARE 1 1/ 3/98 TC LL 20.0 PSF REF tI MP 0R T A N T**SHALL NOT BE RESPONSIBLE FOS ANY ARNING IN HANDLING. ERECTION ANODEVIATIONFROM THIS DESIGN DR THESE SPECIFICATIONS. O1 ANY BRACING. SEE NIG-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 12/07/9B FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING NE ,� ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP Ag31y'r J� BC OL 10 .0 PSF DRWG A416 6R B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TAM AND UNLESS OTHERWISE LOCATED ON THIS DESISN, POSITION LY ATTACHED PLYWOOD SHEATHIHD, .BOTTOM CHOW BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130, 150 S 1BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE S T•T E 0y± TOT.LD. 37.0. PSF 0/A LEN. 25 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17!1791) FOR PROPER :r�<Op 1O' c SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APLICATION. FURNISH'A COPY OF THIS n'j r Hro H�' DUR.FAC. 1 .25 IN.ONLY, AND SHALL NOT BE RELIED WON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. — a_e o 8-4 799 LOT T3- THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP f2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI. BOT CHORD 2x4 SP 112 N ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP 03 WIND TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF. IN LIEU OF RIGID SHEATHING; A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS @24.00` OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 11 --- -3' W4X5(R) W0 p 5 W1.5X3 W1.5X3 v v `Q=W2X6(A i) W2X6(A 1) 8'1 W3X7 W5X4 25' �---2' T 25' 2' --I Rv-1036/ U-540f W-3"8 Rv-1036# U-54011 W-3'8 -ATE-WAVE TPI95 TPI-95 STD OTY= 2 PLIES- 1 TOTAL- 2 REV. i8.2c4 SCALE -052669 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES PEGIIRE EXTREME CARE TC LL 2 O.O PSF REF *IMPORTANT**SMALL NOT 6E RE ;SLE FOR ANY ARNING IN HANDLING. ERECTION AMi i/ 3/98 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY SPACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 .PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP d 42; �� BC OL 10 .0 PSF ORWG A446 GR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF 0170 SHALL BE LATERALLY BRACED WITH PROPER TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOOLSHEATHING, BOTTOM CHORD BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130, 150 G IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE s i AI E os CGWORM W/APPLICABLE PROVISIONS OF NOS C TPI, AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER %(ORtO,„ TOT.LD. 37 .0 PSF 0/A LEN. 25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'r r A„o�'� DUR.FAC. i .25 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR. Et •--TOT . TrAmc d ATF TMerrmyr M C. ,Ooi MATTt1MAl TWAT=c rTVTPATn cro.,.,..,.r...•�r••.-• GPSf`TN(� 7A (1" O -47b9) LOT T4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND. 15.00 FT MEAN HGT. SBCCI. BOT CHORD 2x4 SP #2 N ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP #3 WIND TC DL a 5.0 PSF. WIND BC OL a 5.0 PSF. IN LIEU OF RIGID SHEATHING; A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1 12'6' 12'6" W4X4 12 T rn 5 W3.5X3 W1.5X3 CD io 10 Rn in 'v=W2X6(A1) W2X6(A 1) w3x7 W3X4 25' �--2' 25' 2' --{ Ry 1036f U-540# W-3'B Rv-1036# U-540# W-3'8 AG = T4 SEO = 52419 LATE-WAVE TPI95 TPI-95 STO OTY- 12 PLIES- 1 TOTAL- 12 REV. 18.2c4 SCALE -0.2669 ALPINE ENGINEERED PRODUCTS. INC. � TRUSSES REQUIRE EXTREME CARE TC LL 20.0 PSF REF t *IMPORTANT**SMALLNOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T gpTC DL 7.0 PSF DATE 12/0798 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `��"4,,._�'YQ1F-` ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP .123 9 /�A BC OL 10.0 PSF DRWG A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF GIGO SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM GOND BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 G 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED 9I6I0 CEILING- SEE ST A T E 04 CONFORM W/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER e„�konto►�J TOT.LD. 37.0 PSF OIA LEN. 25 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED-HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �' r AN DUR.FAC. 1 .25 ",^^ IN ONLY, AND SHALL NOT-BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. CDArTAIG OA /1' rmm� lob: (8-47 9LOT J1 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PR GRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP f2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, SOT CHORD 2x4 SP f2 N ENCLOSED BLDG. NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WEBS 2x4 SP X12 N WIND TC OL ■ 5.0 PSF. WIND BC DL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING: REACTION OF 156.39. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-156# NAILED 11'0"6 (A `^ 5 � m W2X4(Ai) vT S'1"2 7'1"8 Rv-403f U-250f W-3'8 Rv-70f U-200/ NAILED 'LATE-WAVE TPI95 TPI-95 (STD) QTY= 14 PLIES- i TOTAL- 14 REV. 18.2c4 SCALE -0. 320 IMPORT ANT-X* ALPINE BE RESPONSIBLE FOR ANYD PAMETS. WARNING TRUSSES REQUIRE ExTREME CAFE TC LL 2 0.0 PSF REF ARMING IN HANDLING. ERECTION AND 11/ 3/98 _ n )\ [A446 EVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE"I"I SY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 12/07/98 AILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. F13R ADDITIONAL SPECIAL PERMANENT BRACING FIE '��fk O� LPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIFEMENTS. UNLESS OTHERWISE INDICATED. TOP a�42gt9� l'� BC OL 10.0 PSF DRWG O GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPERRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM Dime BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 G 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE S T A T E OT CONFORM W/APPLICABLE PROVISIONS OF HOS C.TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER '� COR TOT.TOT.LD. 37.0 PSF 0/A LEN. 7 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HEREORYMALI APPLICATION. FURNISH A COPY OF THIS �''j „u••' DUR FAC. 1 25IN ONLY. AND SHALL/MIT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. .LZ Ob' -4 n 9 L T J2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2X4 SP 02 N 100 MPH WIND. '15.00 FT MEAN NGT, SBCCI. BOT CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC DL - 5.0 PSF, WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING: REACTION OF 98.58. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 024.00" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS 4T SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-990 NAILED 10'2"6 in in N 12 N 5 p" W2X4(A1) t 13'1"2 5'1"8 2' 5' Rv-3390 U-230# W-3"8 Rv-440 U-2000 NAILED 4G = T6 SEG = 52427 -ATE-WAVE TPI95 TPI-95(STD) QTY- 8 PLIES-1 TOTAL- 8 REV. 18.2c4 SCALE =0.9207 *IMPORTANT** ALPINE ENGINEERED NGINEER Dot, `TS, INC. TRESES REQUIRE EXTREME `ARE TC LL 20.0 PSF REF WARNING IN HANDLING. ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN T BO. TC DL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TA USS IN CONFORMANCE WITH OSTS8 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE '9Q1•�_P ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TOP ��423Ig9' J•� BC OL 10.0 PSF DRWG A446 SR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD SC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130, 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHEO RIGID CEILING—SEE E T Ai E ort CONFORM W/APPLICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER •i� AOR t9Pa.T TOT.L.D. 37.0 PSF 0/A LEN. 5 SEAL'ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE I ORYWALL APPLICATION. FURNISH A COPY OF THIS n'j wo`�" DUR.FAC. 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO TRE TRUSS ERECTION CONTRACTOR. �rsT .-_TOT . TrAKq 0 AYF TW TTTtITF N(W loci WATttwu- HIFSTCu RPFrl9TrATTM Fro Wmn rn+¢T=rTTM tom- . SPACING 24.0" TVQc spec :)b: (8-4799) LOT J3 THIS DWG, PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI, 30T CHORD 2x4 SP #2 N ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WEBS 2x4 SP #2 N WIND TC DL = 5.0 PSF. WIND BC OL - 5.0 PSF. THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM IN LIEU OF RIGID SHEATHING; REACTION OF 27.62. COP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS 924.00" OC. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. "HIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS RT SPECIFIC LOCATIONS. PARTICULAR. CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. Rv-28# NAILED 9'4"6 125 2X4(A1) T B'1"2 3.1`8 2' f 3' Rv-288# U-220# W-3"8 Rv-17# U-200# NAILED -ATE-WAVE TPI95 TPI-95 STD QTY- 8 PLIES- i TOTAL- 8 REV. 18.2c4 SCALE -15240 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE TC LL 2 O.O PSF REF n� IMPORTANT* SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANO 11 3/98 . A '\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T epi TC OL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DSTSg BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 'Ilk. Q�_` \\ ALPINE CONNECTORS ARE MADE O'20M GALY. STEEL MEETING ASTM QUIRENENTS. UM.ESS OTHERWISE INDICATED, TDP BC DL10.0 PSF DRWG M46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON M15 DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130. 150 C 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING—SEE f T AT E UT CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TEC141CAL UPDATE (7/1/91) FOR PROPER •i� <OptD� TOT•LD• 37.0 PSF 0/A LEN. 3 SEAL ON TH15 DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS crN� W�� DUR.FAC. 1 .25 t IN ONLY, AND SMALL NOT,BE RELIED UPON IN ANY OTHER WAY. I OESIGH TO THE TRUSS ERECTION CONTRACTOR. Cil -•�� - -- - --------------- - -- - .. gp6rTNr. PA I1" TVnr Gnpr b: 8-4 7b9 LOT J4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N AN UPLIFT REACTION OF -165# OCCURRED ON A 30T CHORD 2x4 SP #2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP #2 N 100 MPH WIND. 15.00 FT MEAN HGT, SBCCI. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM WIND TC OL - 5.0 PSF. WIND BC DL - 5.0 PSF. REACTION OF 334.78. IN LIEU OF RIGID SHEATHING; 1 RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS &24.00' OC. OUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. TW2X4(Al) 8 6`6 12 Q 5 p 8.1"2 2' T 1' Rv-370# U-270# W-3"B Rv-2046 1651M2001AII180:LED LATE-WAVE TPI95 TPI-95 (STO) OTY- 8 PLIES- i TOTAL= 8 REV. i8.2c4 SCALE -158460 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARETC LL 20 .0 PSF REF )(*IMPORTANT)(*SMALL NOT DE RESPONSIBLE FOR ANYWARNING IN HANDLING, EREAND A /98 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN T TC OL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE O� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOPO AA jp31g4 !A BC OL 10 .0 PSF ORWG MAS GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CARD BC LL 0.0 PSF JOM CONNECTORS PER DRAWINGS 130. 150 t 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE s T A T E V.of+ 1 CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE)ECHNICAL UPDATE (7/1/02) FOR PROPER L�-40 FI e4� TOT.LD. 37.O PSF 0/A LEN. SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE pRYWALL APPIiCATION.F1fMISM A COPY OF THIS Cr •••� 1 .25 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �r DUR.FAC. E. ......w....,n ,.r.,1n unn._ . 1 u.,f.r..l K21_eocl,CTl..if/W Cm YfYfl1,M-.ITT SPACING 24.0" TYPE Sp2C ,x 06: (8-099)X99 LOT J5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N ***LOAOING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 100 MPH WINO, 15.00 FT MEAN HGT. SBCCI. OPEN BLDG. LOCATED ANYWHERE IN ROOF, _DAD CONTINUOUS LOADS LOAD CONC. LOADS WIND TC DL - 5.0 PSF. WIND BC DL - 5.0 PSF. ;ASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM 0 T 54,0 54.0 0.0 12.7 0 T -331 3.5 REACTION OF 350.15. 0 8 20.0 20.0 2.8 12.7 0 T 55 6.3 1 8 1.8 1.8 2.8 12.7 0 T 197 9.1 IN LIEU OF RIGID SHEATHING, 1 T -101.1 -101.1 0.0 2.8 0 B -39 3.5 TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS &24.00' OC. 1 T -89.2 -89.2 2.8 2.9 0 B 35 6.3 1 T -74.4 -74.4 2.9 9.7 0 B 88 9.1 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 1 T -89.2 -89.2 9.7 12.7 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PRRVE% # NAILED �1.5"7 -33T# _2'9"i5 551----2'9"15 197 2.9.8 9'10'13 .O•c W3X4. W3X3 12 °1 3.54 m m Ma W2X4(Ai) ri vTE '1"2 W1.5X3 10'2'5 f- 2'9'15 9'10'13 1'5'7 2'9'15 2'9'15 2'9'8 -39# 35 88 Rv-370# U-200# W-4'15 Rv-350# U-200# NAILED G T5 SEG = 52440 ATE-WAVE TPI95 TPI-95 (STD) QTY- 4 PLIES- i TOTAL- 4 REV. 18.2c4 SCALE =0.5915 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE TC LL 20.0 PSF REF t *IMPORTANT**SHALL NOT-BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AM i 1 3/98 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS DESIGN T pp_ TC DL 7.0 PSF DATE 12/07/98 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ll1eIALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATM TOP 123 91 �� BC OL 10.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESISN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD SC LL 0.0 PSF JDM CONNECTORS PER DRAWINGS 130, 150 G ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-SEE p T A T96+ - CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 0/1/91) FOR PROPER + R<oR t0* TOT.LO. 37.0 PSF 0/A LEN. 91013 SEAL ON THIS DRAWING APPLIES TO TIME COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A.COPY aF THISf e ,pp JOUR.FAC. 1 .2�J IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE.TRUSS ERECTION CONTRACTOR. pct W--TPT " TRICC 01 ATF TM¢TTTIITC -- _4 u_,..,., , _.- +__»__.____.___.___ C1� •s.�..w CITY OF �&aaar, VeaeX - A�7eo, 800 SEMINOLE ROAD ll _ _ ATLANTIC BEACH, FLORIDA 32233-5445 `- TELEPHONE(904) 247-5800 FAX(904) 247-5805 l SUNCOM 852-5800 DATE 2 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. ADDRESS 20g 9 Fro A c �s 4 ve. 1 1 �90 GGa ge/'� S� Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5800 FAX (904)247-5805 -�. SUNCOM 352-5800 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 NCO. t- ADDRESS (5�13a / low� O G k CP- C 1 g l _ 710 C��>e14 ti st Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Cate 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: 1921 FRANCIS AVENUE Owner: BEACHES HABITAT ATLANTIC BEACH, FL 32233 P. O. BOX 50939 JACKSONVILLE BEACH, FL 32240 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 20307 Date: 6/04/2001 DON C. FORD, C.B.( Post in a conspicuous space BUILDING,PLANNING AND ZONING INSPECTION DEPARTMENT CITY OFATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: �u � Building Contractor: LY'�ChL� ►3� Building Permit Number: a fi�jQ Address: JG3 � P;Z�Af>Ct CTIU(= 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 Lowest Floor Elevation: F. CCj required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire 4=41A Public Worksc��7 Planning _ Building G 0 0 y