The URL can be used to link to this page

Permit 1217 Jasmine JOB ADDRESS E WORK kZ1�, PROPERTY OWNER SH-n L.- TEL KPl4'ONE coNTRACToR apach.L-s A-y i f TEL :pHoNE 2-141 - 12 2 2.- PERMIT NUIKBER -23"1 DATE Z- INSPECTIONS.• FOOTING SLAB TIE BE[]Gl3Ln ^r— LV f 1 EL. NALUNGISEE417 UNG FRAMI V"OYER UP '7 0 INSULAT ION I " 0 FINAL:BUILDING -� CERTlF7CATE OF OCCUPANCY MECTRICAL MMM ao�t Q44aL ` 'fCrr�1�- ole., 511 <72� INSPECTIONS ROUGH FINAL . MECHANICAL PFJtM T# � INSPECTIONS ROUGH FINAL J _C Z PLUMBING PERAM �-H 00 q INSPECTIONS ROUGHIUNDER SLAB �o C - TOPDUT WATEMSEWER FINAL a2 7 L NOTES• t M izs)C7TI CsLRd }11 _ C NCL c� rr - S� rmo�d �Ja�e�s 11 � August 20, 2003 m1 r e ao<,r\o Habitat for Humanity Mr. Ralph Marcello 1 �� cY1G r \�) G•J e 1� Executive Director P.O. Box 50939 Jacksonville Beach, FL 32240 Dear Mr. Marcello: Thank you for meeting with me last week to discuss my concerns about my home located at 1217 Jasmine Street in Atlantic Beach. As I conveyed during our last conversation, I am primarily interested in safeguarding the health of my two children. During our meeting, you had the opportunity to view the crack in my home's found ion. I anticipate that the necessary repairs will be made in a timely manner per our discussion August 12, 2003. 1 recalled one other needed repair since our meeting-the phone jack in the living room is not working. In addition to the aforementioned repairs, I have larger concerns about the woodpiles in the adjacent lot. I learned during my annual termite inspection that such pi es are i ea negrs or ernutes and may contribute to a problem developing in my home. It is my preference thafthe woodpiles be removed as soon as possible to avoid potential termite infestation. At, Finally, I am concerned about the possibility of harmful toxins in my soil and/or groundwater. Since being accepted in the Habitat program, my intention has been to create a safe, nurturing environment for my family to call home. As noted during our meeting 8/12/03, T was not aware that my neighborhood was a dumping site until about a month after I moved in. During our meeting, the environmental engineer generously offered to conduct testing of my lot's soil. I am agreeable to this testing, and hopeful that the results will assuage my misgivings. In addition, I would like to be kept informed of the testing results from the two lots adjacent to mine. I believe an open dialogue concerning possible hazards in my neighborhood will provide my family with much- needed reassurance regarding our safety and well-being. I appreciate your consideration, and look forward to your response. Best regards, Dolorus Dele y � �Q- -ob°I�. m Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. August 18, 2003 Dee Deley 1217 Jasmine St. Atlantic Beach FL. Regarding our meeting on your home issues, I would like to clarify the following: o The crack in the foundation does not appear to be caused by any settling underneath the foundation. Our construction staff as well a Bill McMahon, a geotechnical engineer, has confirmed this. We will be happy to re-inspect this crack at a future date to determine if there is any change in status. o Beaches Habitat spent over $70,000 on land development costs to prepare the two Jasmine lots. Included in this was the removal of landfill (i.e. household garbage). You are welcome to inspect these bills at our office. o Beaches Habitat has worked with the Department of Environmental Protection as well as Atlantic Geotechnical Environmental Services to insure that your home is environmentally safe. We do not plan any additional testing other than what the Department of Environmental Protection has required. FO-Q Ma ello Executive Director P.O. Box 50939 - Jacksonville Beach, Florida 32240 - (904) 241-1222 T BEACHES CHIROPRACTIC CLINIC 333-STH AVENUE NORTH JACKSONVILLE BEACH,FL.32250 904-241-7907 DATE_ , i THIS IS TO CERTIFY THAT ' HAS BEEN UNDER MY PROFESSIONAL CARE AND REQUIRES: Qom.. JOHN A.MORRIS, D.C. BUILDING, PL4 NNING AND ZONING INSPECTION DEPAR TINENT CITY 0FATLANTIC BEACH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: s' 1-� -2– Building Contractor_.. 0-4 C t Building Permit Number : 92"1 ,Address : Le^al 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: t�? redui.red as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DE2ARTMENT DATE/ N T2IFIED DATE APPROVED BY Fire 2ub1i c Works 2 nr,ng Building 2 �- �� 2 �- 02—_ - � rc td �5-Lbt� chtG +o Cover Pail n9 01' not cvri,��e�cd b� t,rZr/o� Beaches Habitat Habitat for Humanity of the Jacksonville Beaches, Inc. August 23`d, 2002 Bob Kosoy Director-Department of Public Works City of Atlantic Beach Atlantic Beach, FL. 32233 Dear Bob, As discussed, attached is a $5,000 cashier's check payable to the city of Atlantic Beach. This check is provided as a performance guaranty for the paving of the end of Jasmine Street. Wayne Williford of JB Coxwell Contracting provided the $5,000 estimate. We are currently seeking bids to complete this work and will engage someone as soon as possible. We anticipate that the paving will be done within 90 days of the date of this letter. C-Q Ralph Marcello Executive Director P.O. Box 50939 • Jacksonville Beach, Florida 32240 (904) 241-1222 rw MIF.0f W" IS ,M�aS >Y"^k 4 `4 k{,+•l�+„�M*`�ry. �> i F Pay bEs Date the order of `. DRAW- Mill:FlR$T UNK614 NAL BANK Issued,bXlnt6gfiatBcf P,ayinen scams 1nE.,En �Svlaad.Cxo1[ST d© �4Uthonzed Signature 1161,00491u• 41020009791: 68000 76 5 3 2 5 5 2L11' Harris, Patricia From: Kosoy, Robert Sent: Thursday, August 22, 2002 3:23 PM To: Ford, Don; Doerr, Sonya Cc: Hanson, Jim; Harris, Patricia; Schlueter, Jennifer; Nodine, Phil Subject: 1217 and 1221 Jasmine St. This aftemoon we inspected the two subject Habitat properties and discussed our inspection with Craig Burkhart, who we met at the site. He agreed to establish a grade line for checking the swales so that we could confirm positive drainage and should be ready for another inspection tomorrow. We informed Craig that he would need to pave the roadway in front of the two homes and he argued that there was no requirement to days to do the work, or we will use the bond do so, however if we insisted, he would do it to have another contractor pave the road. - in "about 6 months." After reviewing our Bob City Code with Sonya, I believe Section 24- 252 c allows us to require paving and I will require Habitat to do so. If he wants to postpone the paving, I will recommend a $5000 bond be posted giving him 60-90 1 2 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 j compliance with the various ordinances of the City regulating building construction or use. For the following: i I f Address: 1217JASMINE STREET Owner: Beaches Habitat ATLANTIC BEACH, FL 32233 P.O. Box 50939 Jacksonville Beach, FI 32250 f Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY { Permit Number: 23974 1 i � Date: 8/21!2002 1 I �-: all_ \1_ DON C. FORD, . .O. Post in a eonspicuoua apace _ J 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 fcompliance with the various ordinances of the City regulating building construction or use. For the following: i f i Address: 1217JASMINE STREET Owner: Beaches Habitat ATLANTIC BEACH, FL 32233 P.O. Box 50939 Jacksonville Beach, Fl 32250 j Construction Type: WOOD FRAME r Use Classification: SINGLE FAMILY Permit Number: 23974 Date: 8/21/2002 DON C. FORD, C.B.O. i Post:in a conspicuous space MAP SHOWING SURVEY OF: LOT 4, BLOCK 203, SECTION "H", ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA WEST FOURTEENTH (14TH) STREET 50' RIGHT-OF-WAY F LOT 2 o ' o BLOCK 203 } «t 1 i� ,ci Bea(;h a zoning u -< -5 Z..-I BLOCK 202 N � �� D ^: ( 101.84' FIELD ) �g $ FOUND 1/2" IRON N 89'02'00" E 102.00' — — PIPE (LB 6645) FOUND 1/2' IRON — — — — PIPE (LB 6645) r , CONCRETE N — I N ti 1 _ I 102 ONE STORY FRAME o t RESIDENCE II❑ o T 3 BLOCK 202 0 o m NUMBER 1221 m n� m 9 li LOT 3 C. - - - ` J BLOCK 203 m o DI� � L - - - - - - - - - - - -� log lc-� I v FOUND 1/2' IRON ( 101.94' FIELD0 SET 1/2- ) ZCAP L83672 (0.680 PIPE (Ely)LB 45) N 89*02'00" E 102.00' PPEFOUN(LB/6645)N IRON PIPE 5' EASEMENT rn Z 42.2' N o O7DRIV�E28 ONE STORY FRAME o w RESIDENCE N o -+ o NUMBER 1217 `� OA CONCRs LOT 4 • OFINISHED FLOOR ELEVATION 8.70 m O m BLOCK 202 rn Y rn � O ....� CT 47.3' -i r `p� 25.2' CONCRETE ❑CONCRETE PAD CJS o CT1 m O 00 OD 0 06 O 5' EASEMENT _ MOBILE TRAILER/CONTAINER S 89902,00" W 102.00 PIPEN(LB/6645)N OVER CORNER ( 102.13' FIELD ) LOT 5 LOT 5 l BLOCK 202 BLOCK 203 NOTES: I 1. THIS IS A BOUNDARY SURVEY. 2. BEARINGS ARE BASED ON THE NORTH LINE 'OF LOT 3, BLOCK 203, BEING NORTH 89'02'00" EAST, AS PER PLAT. THIS SURVEY WAS MADE FOR THE BENEFIT OF 3. THERE ARE NO BUILDING RESTRICTION LINES AS PER PLAT. DOLORUS DELEY; HABITAT FOR HUMANITY OF 4. EASEMENTS SHOWN ARE FOR DRAINAGE AND UTILITIES THE JACKSONVILLE BEACHES d/b/a BEACHES AS PER OFFICIAL RECORDS VOLUME 10602, PAGE 2349 OF HABITAT; ATTORNEYS' TITLE INSURANCE FUND, THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLOODPLAIN DEVELOPMENT INFORMATION Location:: '/Z l? .J ASt"iA)g ST. Type of Development: .S%NG tE �lrY+n i�y 441.6 Flood Zone: INC 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 4 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. COMhIENTS: 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 sed develo ent. LL Date 3-ry-01 Applicant's Si ture �/7 Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation . S Survey Filed with Building Department C' Building Department epresen MAP SHOWING SURVEY OF: LOT 3, BLOCK 203, SECTION "H", ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA WEST FOURTEENTH (14TH) STREET 50' RIGHT-OF-WAY N o LOT 2 BLOCK 203 71 II ct g LOT 2 Iv Z.�.v ..v� a -0 g ,c BLOCK 202 D 101.94' FIELD ) 'i� v� FOUND 1/2" IRON FOUND 1/2" IRON N 89'02'00" E 102.00' PIPE (LB 6645) PIPE (LB 6645) -1 EASEMENT tV OD .-. Z CONCRETE N Z 24.8' 47.3' O o 0 O po .� N 5'1 ONE STORY FRAME 0 J -0 O) CONCRETE DRIVE X m RESIDENCE u O LOT 3 w o s.r4o NUMBER 1221 > m r' BLOCK 202 c. cci 58 1 FINISHED FLOOR ELEVATION . 8.75 n m i O O c u t m O N 47.3' O U7 m rt rno F �' 06 L4 cn 0 , o '� ...0 io 5' EASEMENT _ SET 1/2" pUNO 1/2- IRON C; Qo• FOUND 1/2" IRON =I m IRON PIPE PIPE (LB 6845) v 89 02 00 02'00 PIPE (LB 6645) I� CAP L83672 — -7- — — — -- - - 7 38 4 84-FF�LD ) L r7 J I ! / I ONE STORY FRAME < III CONCRETE DRvE I �- -� RESIDENCE LOT 4 m I NUMBE LOT�4 BLOCK 202 BLOCK 203 LCONCRETEJ—� CONCRETE A/C PAD ` I MOBILE TRAILER/CONTAINER FOUND 1/2" IRON PIPE (lB 8645) OVER CORNER LOT 5 LOT 5 BLOCK 203 BLOCK 202 NOTES: I 1. THIS IS A BOUNDARY SURVEY. 2. BEARINGS ARE BASED ON THE NORTH LINE OF LOT 3, BLOCK 203, BEING NORTH 89'02'00" EAST, AS PER PLAT. 3. THERE ARE NO BUILDING RESTRICTION LINES AS PER THIS SURVEY WAS MADE FOR THE BENEFIT OF PLAT. KOWANA JONES; HABITAT FOR HUMANITY OF 4. EASEMENTS SHOWN ARE FOR DRAINAGE AND UTILITIES AS PER OFFICIAL RECORDS VOLUME 10602, PAGE 2349 OF THE JACKSONVILLE BEACHES d/b/a BEACHES Torr ni ioorkrr of tol lr Oct"no)C r%V nil\/AI 101 IAITV -. --^- •- •-' --- - - - - NOTICE TO: Water Department FROM: Building Department DATE: __--------- Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed; Also included below is the ERU number for each location: Permit Number Property Address ERU Number r -------- t ------------------- --------- ---------- f.` --_--_----_._- ------------ ------------------- ------------- ---__- _-------------- --------------'------------- ...------------------_ Sincerely, Pat Harris Building Department r • r r . • 11 - : • • A - ' - - A I s o 13:4 • • - • 1 1/ A gr 'Nt•� t''� •=`S„ '.ter - ,Y. S+r r. c "3.»' � R ,.' '�, __ • `. auy'* ,, t• .`y ,tee. .,•,� ��" '� y "i2'�. ,r � �'�`'t�-"^^aarr'''"�"'��'�7v��r�rt.v ''�,*. •`.�'E' t��h�-' 'Js." 21 �3"rF•.riz�"s� �s.�a... �� ;�''��vsrnsG""-t.�"-��.v��,�'".r�.K..� '-+ r�^t J ,S- �.i✓�'rF.,... ��``°�' � �� -sr •-• est---��""�.n�� }` •��i toll ..:-F +�+ ��y�C'y't"h1i��i��-��i �� c `�z 9'i�� .:.��-9U3f�;✓, �y, '1 Cse - •.Yk++P"�,r. - A A="`"2'sr'_ S�j*?� i. � �yf; L rl � �'•a.,�.,_y,�,..r..+.e"',m+a.c'�^ a•- h-x,� -.:�"I.>2' l-� yy�.A,.-��'"K �.� �,}^�^-�� c- �,g+#�•+ � s�.� ��+".�r-' t3 "`r k�Xy�.s�� ,'-t�...rte •�,� .�''� .it. �� a� •r'.tvu+•� C �+--�Y:""" s 'k �-"�1`If& r.1" �-n �t "� '��'y' • E � � G r"`r'. r etc: Y � '+�+� c9�4 �`��ii'�+r7'v.?f +s- .._ }�� ,..- 3 • • � �-'e�.'7a�x'y��•m�� X+e�^'y�•�- a=rf+y �, "r�r ,,�'�,."• ty :f,.'S' �S".r5��;cva a"_ .�'i T�,��.��,�a, Q-�' r .y:.�+u�'rM`w'�;��"3`'2�.y � "�+r,QF� ,7•e' ;;'.'�ditlt_y=i�yy�� fi - } �n-�+r .zm r ti-7'y ' ' fir,:.;•� ''*` *�i 3 _..d.� ECT TO REVOCATION NO V V 111941. Ov i- - r IUC2 M tKIJ I + } ' Erit t C',q7 C, L-I.. City of Atlantic Beach• 800 Seminole Road• Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• FAX (904)247-5805• http://www/ci.atiantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION,REMODEL, ADDITIONS AND ALTERATIONS,MOVING OR DEMOLITION) DATE '? JOB ADDRESS j A5 M /V APPLICANT z�_�c--i4 c he"S /-1,41�� 7-4 ADDRESS 1671 �izgA2 5,l �s PHONE: 9,o 4- ` Z�tl Z 2— LEGAL LEGAL DESCRIPTION: BLOCK NUMBER b_3 LOT NUMBER � ZONING DISTRICT CONTRACTOR STATE STATE LICENSE NUMBER ADDRESS /&- 7 PHONE Vo 4- — -,2-+ I G 2— CITYAZh-,1)r1C_ /3r - G STATE IC:�'L ZIP 5 7_,Z !3_3 FAX 'tel' /1) 4- 02 44 DESCRIBE PROPOSED USE AND WORK TO BE DONE O &W --SIN U'' 5-1 I 140 v-5 6777 PRESENT USE OF LAND OR BUILDING(S) (. l C H A� ! I /r✓' VALUATION OF PROPOSED CONSTRUCTION 3 24^Q n Is this an addition? 0 If yes, what are the dimensions of the added space: feet by feet Will the added area be heated and cooled? New electrical or increase in service? New plumbing fixtures? New fireplace? New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 02/28/02 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER -DATE h Vo � _ I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRACTOR DATE f� ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) l,, NAME (f (2t+16 8 U I-a1 c t 1 MAILING ADDRESS / 6 7/ PHONE e� 4-I ` / 2- 2-2 FAX 2 4 4,3 ) 0 E-MAIL SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE AS TO OWNER: ❑ Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: ❑ Personally known ❑ Produced identification Type of identification produced 02/28/02 NEW IMPERVIOUS SURFACE REGULATIONS On January 01, 2002, the City of Atlantic Beach enacted new, regulations limiting the amount of Impervious Surface that can be developed on property. Within all presidential Zoning Districts, the maximum amount of Impervious Surface area allowed is fifty percent (50%). Within all commercial and industrial Zoning Districts, the maximum amount of Impervious Surface area allowed is seventy percent (70%). The Zoning regulations define Impervious Surface as follows: Impervious Surface shall mean those surfaces that prevent the entry of water into the soil. Common Impervious Surfaces include, but are not limited to, rooftops, sidewalks, patio areas, driveways, parking Lots, and other surfaces made of concrete, asphalt, brick, plastic, or any surfacing material with a base or lining of an impervious material. Wood decking elevated two or more inches above grade shall not be considered impervious provided that the ground surface beneath the decking is not impervious. Pervious areas beneath roof or balcony overhangs that are subject to inundation by stormwater and which allow the percolation of that stormwater shall not be considered impervious areas. Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rain water, however, decking around a pool may be considered impervious depending upon materials used. Information verifying Impervious Surface must be provided prior to issuance of Building Permits whenever new construction, including building renovations or additions, new driveways, decks or porches involves any increase in Impervious Surface area. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -.Atlantic Beach, FL 32233-Tet 247-5826- Fax-. 247-5877 PLUMBING PERMIT LOCATION INFORMATION PERMIT INFORMAT-(QN------ - .1217 JASMINE 81REET Address: i Permit Number: 24009 ATLANTIC.BEACH, FL 32233 Permit Type: PLUMBING Township: Range: Book: Class of Work: NEW Lots -.4 Block: 203 Section: Proposed.Use: SINGLE FAMILY Subdivision: SECTION H Square Feet: Parcel Number: Est. Value: Improv. Cost: OWNER INFORMATION Date Issued: 5/06/2002 Name: Beaches Habitat 53.50 Address: P.O. Box 50939 Total Fees: Amount Paid: 53.50 Jacksonville Beach, FI 32250 Date Paid: 5/06/2002 Phone: 904)241-1222 Work—D--e-s--c-- Iff 4�TALDjt—UM-- IN CONTRACTOR($1 APPLICATION FEES CHRISTY FIR—STT COAST PLUMBING 53:50 Eli "M NOTICE - f ECTION M E LIC BUILDING,MATERI IN PUBLIC OWNER SPACE, AND MUST 'RER- "FAILURE TO C MPLIN THE3" PROPERTY OWNER PA ........... ISSUED ACCORDING TO APPROV ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO 09111111 -Typ:-CC Drww: 5/a/V v Receipt. no. 14 ��ANTIC BEACH. . 5622 /BUILD�IIN4�G -T-- 12173 5939 0079.16 CK aw Trags date: 5/06/02 Tice: 13:56:00 oil ma &quo= JOB L=TIOW: Zt-2 c ONNER Of PROPERTY: - �V3 TELEPHONE oto. � PUMING CONTRAC 0R CONTRACTOR•S ADDRESS: R o' �o", SO L/q(, ,J RC4 Al i�o - - STATE LICENSE NUMBER: co$76 VX 17,.. - -- - -_.TSIKPHONE: am mm O! Nm SIM SHOWERS LpIVA►TORY ...-_jr._... )RTU HMTSRS BATH TOGS DISHIA,SfIP.RS URZKALS DISPOSMA CLOSETS WASHM MACHINE FLOOR Muss SHOWER PARS SEMER URTER ar....r..yr..r. RBPIPE OTHER 0- TOTAL TOTAL FIXTURES:,-- j x 43.50 + $15.00 N'Nlmm PERMIT FBS - $25.00 SIGNATURE OF OW=-. SIGNATURE OF TRA+C`TOR:_R +a+.a.ra.�..r....�.�..------a-------.r-----.r...a.r —..-------r.rw—. -----.ter INSTAWATIOli OF PL=SIW AND FIXTURES MUST BE IX ACCORDWICE SIXTH THE !LOST RECENT EDITION OF THE SOUTWRN STAHDRRD PLUMBING CODE. CALL A DAY AHEAD TO St:H6DUL8 INSPl=lOKS -' (904) 247-5826 SOWER C ONOWTIONS NUST BE CALLED INTO PUBLIC NOR" FOR INSP=T'ION CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET /17 Address 2 2 S l ��" = N�w Srl�' Date Heated quare Footage 'd @ $ ZS per sq ft = $ � Garage/Shed U @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : $ �� Yff � 6 0 Total Valuation 1st �( c 2- $ Remaining Value $ .6" per thousand 01 portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ _ ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ ) WATER IMPACT FEE $ SEWER IMPACT FEE $ LiL.S" '0___ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ gO66) RADON (HRS) . 0050 $ J, 06 Z SECTION H PAVING ( ) $ -0- HYDRAULIC SHARES $_ CROSS CONNECTION $ A04(0) SURCHARGE . 0050 $ THER $ l 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 : f �� CITY OF ATLANTIC BEACH f DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233- Tel: 247-5826- Fax: 247-5877 j ELECTRICAL PERMIT PERMIT INFORMATION --- LOCATION INFORMATION Permit Number: 22501 Address: 1221 JASMINE STREET Permit Type: ELECTRICAL Atlantic Beach, FI 32233 Class of Work: TEMPORARY POLE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER INFORM-_ TION _ Date Issued: 8/16/2001 Name: Beaches Habitat Total Fees: 25.00 Address: P.O. Box 50939 Amount Paid: 25.00 Jacksonville Beach, FI 32250 Date Paid: 8/16/2001 Phone: (904)241-1222 _ Work Desc--: CS#6 60AMPS 1PH 3W 240V CONDUIT COPPER--- RW- OH TEMPORARY POLE — — ------ -- ---- _ _ CONTRACTOR(S) _ _ __ _ APPLICATION FEES C MA ELECTRICAL CONTRACTORS OF FL - PERMIT ` 25.00 i ` -i_ -- Inspections Refired — — -- FINAL ELECTRIC - -i �I NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I I ATLANTIC BEACH BUILDING DEPT. • e i1 • / �,..�-1 �. c•g r .�=� •� � "tea SY' �`�, - ar �'.�.;..ta z � Yc,f =may.• see ON z 7 �' °,s -°,� >'.>rc:�'yi„c" �r-•-s'dt „�. _-.v. .C�'- a `,y-':zc � svX'` ^z�-r>u.{'_`�t v a` te"�3." :iF'.;5;" . i 0 �� ' p • • .�"':- �-a.,�` :.�^e. z -;�"',Y `071•.z� .�- a►+�"�- �Y �"y',�fi.� �: Y • - � • . • • • • •l.1 1,INN r• • • 1 11 • :- 1 • . • 11 • •� FIN Sx��- .. �+rs, rte" � ��`-.�' e ��y..� n� � .-,ec�i1,� ,.��,�..•,,,.��;�� +s *ixra '` 'r „— r ,. "X"�, "9'd�J�Y��f�Y .�_ y.,�.ffy�,�'�C� �-C•��h` �".K�b'.h'fF�4� '✓�� '� Iii- a 'XP � a j+v3 'fiy -: £ 5 h 1 `S�'^'G 'i t" '.•- "�, .:�s —S�� ,:a r�, ms's- t rsb:m arc. r ,� aiw. _ } :�t.aw"�i'" 77- ! _t"' a4",�Y i7q', "�t BS+'F`t,.4 ^+yyS`�t'`p.n'*`"<-,i-r D'z+.. k �.,s�Ei,. 1a.- { .r, q • • • �'�• • ,_ • .e n — CyI CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 2Q�-- 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 S CATIONS,WHICH ARE A PART HEREOF, AND IN ACCORD`AKi�WIC ELECTRIC)kI,REGULATIO ,CODES CITY O ANTIC BEACH ORDINANCES. ff- '�/�fi'z ft ►� C� G�--' ELECTRICAL FIR,M�: ST R ELECTRICIAN SIGNATURE: OWNERS NAME: �. r. ADDRESS:!Z/-7 S%RFD BOX_ BLDG. SIZE BETWEEN: RES.(c4---l�PT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW(�OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NEW k<"- INCREASE REPAIR( CONDUCTOR SIZE 'Ylo AMPS:L.• COPPER ALUM.( FEES SWITCH OR BREAKER AMPS PH ?W FIVIOLT RACEWAY EXIST. SERV. SIZE AMPS PH W I VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. KVA NO. � KVA NO.NEON TRANSF. NO I VA I MA I MOTOR SIZE I SWITCH FLASHERS EACH SIGN Updated 5/20/2002 50 CITY OF ATLANTIC BEACH MECHANICAL PERMIT Boo SEWNOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247.5826-FAX 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: - 24111 Address: '1217" JASMINE STREET Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW. Township: Range:• Book:- Proposed ook:Proposed Use: SINGLE FAMILY Lot(s):4 Block: 203 Section: Square Feet: Subdivision: SECTION H Est.Value: Parcel Number: Improv.'Cost: -OWNER INFORMATION Date Issued: .5/17/2002- Name: 'beaches Habitat Total Fees: 43.00 Addresk :: P.O." Box 50939" _ Amount Paid: 43.00 Jacksonville Beach, F1 .32250 Date Paid: . - 5/17/2002- J. Phone: 904 241-1222 .Work Desc: INSTALL HVAC `CON1`RACTOR S APPLICATION FEES OCEAN STATE HEAT&AIR. PERMIT43:00 • - ��.,y ''vZ. `-s `^ i .fir . .a Y� , � •,.ted. r•��i'1. 0 NOTI ION NILDING MA IS • SPACE,AND . AUST BE CLEAR - - FAILURE TO C .. _ E 'ROPERTY(OWN RimY I E111 GT CT TO REVOCATION V APPI, it lww4� TIC BUILDING"DEPT: N119Z?li1� Q cow 17!61 y3.Ao S 1#41 file% 17:12:55 BUILDING AND ZONING INSPEr.TION DIY151CN CITY OF ATLANTIC BEACH ATLANTIC 911ACH,FLORIDA Sas 3 AFP;!CATION FOR MECHANICAL PERtvIIT CALL•iN NUMBER IMPCP-ANT—Acoiicar.--c compiete ail items in sec7icns i, 11, III, anc !V. 1 I' /-a/7 i. LCCA'ICN street Addr.a:: sw+:n P , CP Infaruetinq $than: 3aNsan Le✓L1 And Cf rl�r+r ! DUlL;14G � � I sub—division Il. ZENTIRCATICN --o be completed by ail applicants. I in consideration of permit qn." For doinq the wort ss dascrioed in the e60.e statement w;ends agree to perform said work in aeeoreene. with !ha attecfird plan& sno soeciiications which are . pert hereof and in accordance Wilk the Cay of Jecisonviile ordinance and standards of ioad.prectice listed !hww. Nun.of Maehanitei Contractors Ceaneater j tint) I Uc,rar.,,.S�-...� .p. `Y`' • I Master C, C.-�/��3 il/L•V� Signatere of Own I a A Agan} Arehit.et or Engineu I II, G.-NRAL INFO i" N Type of)+eating filets IS OTHER CCMSTRUGiOM MING CONE ON _c THIS eUILZING OR SITEt {95 G 8u— tl G Neteraf C«anai Uf(Ciy T ' IF YES, SIVE Wit ygNSTRUC::OM [a' C3 PERMIT ss '�/ Q OfAef—Slreu{y ,l ,/ IY. M8cHAMr-%L SQUIPMWT TO It INStAUJO NATURE OF WORK IRs,de complete list of corawrean an back of this{anal Residentiai or C Commercial e4sat M Space = teemed e Centra{ D Hoer i./.Vew Building eAL Gnallfbninq: Q Roew M!"'Cantrai / C Existing Building p Deet S'ihisn= M.wie: so/rr TAkk••••a" G C/Peotacement at existing system 16 New Installatlon(No system previously Installed) ��— Meimrm upaeip Extension or add-on to existing system Cj tairigeterfen C Other-3pecsty G CxUnq tarot Gpscify 14k^ e; Ars apri"klen: Nerniw ei leech (, H.refer Q MealfR G 6celeia► "xianipar! THIS SPACt POt OFF=Via ONLY I Q. T•-k (mrF«r) Raman' �----.. Q LOG aoMinews Itwmber) Q Ja(4d gamete yeas"' C r.Rea Appe.ed Sy cal- of Q solos Q QMw—'Specify rermit LISP ALL EQUIPMENT Ail CONDMOMNG AND ,XEMGEMTION EQU>P UNT . Ca1004) Appssefaat< :►t�berVaita Deearlptton YodalNtamper Yaautaanusr (Zbae) �eeeT G« /o a vv 2IIIATLtG •FURNACES. 301I ERS. PIQp9r.rEc cavadtir Ayre `TuxabwUnlL Descriptio« No"Ntunbw Yaaufsatum (2=) Ai�f u ► 'v oz TANKS goer Yang moom" CaoamType De tA4,Adl ?f&=&alt Serial AP E a"Dlyyemeaa Coatatasa ]tamtda¢ma No. Harris, Patricia From: Walker, Chris Sent: Thursday, May 02, 2002 9:48 AM To: Harris, Patricia Subject: RE: 1217 Jasmine Street -----Original Message----- From: Harris,Patricia Sent: Thursday,May 02,2002 9:30 AM To: Walker,Chris Subject: 1217 Jasmine Street Yes this is the one I e-mailed you about yesterday. Is the water tap there or do you have to make the tap? 1 v WATER IMPACT FEE WORK SHEET ADDRESS: DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE-AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 , 2, Bathroom group.consisting.of water closet, lavatory, Z bidet, and bathtub or shower 8 Bathtub (With or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fountain 1/2 Floor drains 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or -� dishwasher 2 Laundry tray (1 or 2.compartments) 2 Lavatory 1 Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink(circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 Water closet,_public installation 6 TOTAL NUMBER OF UNITS = J MULTIPLIED x 20 TOTAL$ 3 X0 x USIDENTIQ CRECKLIST FOR ONE 6& TWO FAMILY DWELLINGS NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY AND DETAIL - (FBC 104 .2.1) PLANS EXAMINER: ` , , FE DATE: - 4(_ 2: d � OWNER: �IF+'t-c_i f e_.S ( e) PERMIT NUMBER: CONTRACTOR: .0�7 C SF PHONE NUMBER: Q-c/ 2.7_-- Z�_ ( CIRCLE ) I. Survey: 1. Is a specific purpose survey submitted? Yeso N/A 2. Is correct Flood Zone shown? Yes N/A 3. Are existing grade elevations shown for structures located in ars "A" or "V" zone? Yes No N/AY 4. On loth in multiple flood tones, are flood zone lines indicated? Yes No N/A S. Is property in a flood way? Yes No N/A ✓� 6. Is flood way line shown? Yea No N/A II. Site Plan: (FBC 104.2.4) 1. In Site plan submitted? Yes fro 1A 2. Is North arrow shown? Yes N/A 3. Is lot width and length shown? Yes N/A 4 . Is structure shown on site plan with all setback dimensions? Yes N N/A S. Does structure layout match the floor plan? Yes Pi"A 6. Are drainage/storm water run-off requirements noted? YesNo,,/N/A 1 . Are all easements shown? Yes � N/A a . - Is proposed driveway shown? Yesp/ rlN A 9. Is landscape and irrigation layout shown? Yes No A 10. Is septic tank and drain field location shown? Yes No, N/A✓ 11. Is L.P. gas tank k size shown? Yes No N/A III. Structure Code Compliance: 1. Are plans sealed by architect or engineer? Yes No N/AV'17 A. Are structural calculations submitted? Yes No N/A✓ 2. Is correct wind speed shown? (FBC Figure 1606) YesV'Iko N/A 3. Is exposure category shown? [FBC 1606.1.83 Yes >o N/A 4 . Is Importance Factor shown per FBC Table 1606? Yes`/No N/A 5. Are pressures for wind loading on components and cladding shown per FBC 1606.2.57 Yea,, No N/A 6. Does structure meet requirements of FBC Table $00 for number of VX stories and allowable area? YesV No N/A 7. Does structure meet Fire Resistance Ratings of FBC Table 600 for structural elements? Yes VVo N/A 8. Are plans designed per SSTD 10-997 Yes - No N/A✓ A. Are all appropriate charts and tables shown? Yes No N/A✓ B. Are all appropriate requirements circled or highlighted? Yes No N/A 1 RESIDENTIAL CHECKLIST (Continued) III. Structure Code Compliance. (Continued) 9. Are plans designed per "Guide to Concrete Masonry Residential Construction in_„igh Wind Areas"? Yes No N/A A. Are all appropriate charts and tables shown? Yea No N/A✓' B. Are all appropriate requirements circled or highlighted? Yes No N/A ✓ 10. Ase plans designed per "WPPC Guide to Wood Construction in High Wind Areas"? YesV-1io N/A A. Are all appropriate charts and tables shown? Yes No N/A ✓ B. Are all appropriate requirements circled or highlighted? Yes No N/A 11-11 11. Are plans designed per "AF 6 PA Wood Frame Construction / Manual for One- and Two-Family Dwellings, High Wind Edition"? Yesa/No N/A A. Are all appropriate charts and tables shown? Yes No NIA ✓ B. Are all appropriate requirements circled or highlighted? Yes No N/A IV. Energy Code Information: 1 . Is the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? [FBC 13-6001 Yes .,No N/A 2. Does conditioned square feet area on plana match square feet shown on energy forms? Yee VNo N/A 3 . Is the "R" value between common walls shown? [FBC 13-602.1.ABC.1 .11 Yes1/�o N/A 4 . Is the "R" value for added insulation on exterior walls shown? Yea dXo N/A 5. Is the "R" value for ceilings shown? [FBC 13-604.1.ABC.13 Yes No N/R 6. Is the "R" value for raised floors shown? [FBC 13-6051 Yes- No A ✓ 7. Are Energy Credits Claimed? Yee No NVA A. Attic Radiant Barrier Credit (FBC 13-607.1.A.41 Yes- No VF/A- B. White Roof Credit (FaC 13-607.1.A.5) Yes No N/A C. Programmable Thermostat Credit (FBC 13-600.2.A.3.53 Yes No N/A V. Foundation Plan: 1_ Are all footings shown, including interior bearing walls, column pads and concentrated loads? Yes'r No N/A 2. Are all locations of vertical reinforcement and anchor / bolts shown? Yes✓No N/A 3. Are all elevation changes in slab shown? Yes >o N/A 4. Is minimum concrete PSI shown? Yes N/A S. Is slab reinforcement shown? Yea✓rJa - N/A A. Wire mash size -and gauge? Yes VNO. ,AIA B. Fibermesh reinforcement? --N/A, N/A• 6. Is vapor barrier, minimum 6 mil. shown? [FBC 1909.21 Yes N/A 7. Is minimum slab on grade thickness shown? [FBC 1909.11 Yes Aw, NIA 8. Is type of soil treatment for termites shown? (FBC 18161 Yes No N/A►r/ 9. Is perimeter slab reinforcement shown? (SSTD 10-99) Yes-, No. NIA Do plana show bottom of foundation minimum of 12" below finish grade? (FBC 1604.1.3) Yes No N/A ill Do plans show concrete footings have a specified compressive / strength of not less than 2500 PSI at 28 days? (FBC 1804.5.11 Ye9✓No N/A 12. If pile foundation shown, is Sealed Soils Report submitted? / JFBC 1805.13 Yes No NIA y 13, Does plan indicate "No Wood Grade Stakes Permitted"? Yes No N/A✓ Z -RESIDENTIAL CHECKLIST (Continuea) . VI. Typical Wall Section: 1. Is finished grade shown? Yea '.ro N/A 2. Is minimum floor elevation shown? Yest/MMA N/A A. Minimum 8" above adjacent grade? Yes'✓ o N/A B. Minimum_1.U__Abnve crown of road or drainage plan submitted? Yeso N/A C. Flood protection elevation? Yes N/A D. Base flood elevation? Yea No N/A 3. Is minimum footing depth beneath finished grade shown? [FBC 1804.1.31 Yes✓ IQo N/A 4. Are all forking sizes shows? Yes No N/A / S. Are all horizontal reinforcements shown? Yes% No N/A✓ A. Number and size of reinforcement? Yes No N/A B. Minimum lap? Yes ,6 N/A 6. Is vertical reinforcement shown? Yee✓ No ,Kl/A 7. Are minimum 3" X 4" clean-out and inspection openings shown? Yes No N/A 8. Masonry construction. A. Is exterior wall finish shown? Yes No N/A✓ B. Is interior furring shown? Yee No N/A C. Is exterior wall insulation shown? Yes No N/A D. Is interior wall finish shown? Yes No N/A 9. Wood Frame Construction A. Is stud size, spacing, grade and lumber species shown? yelp o N/A/ S. Is exterior sheathing (type and thickness) shown? Yes No N/A C. Are nailing requirements (size and spacing) shown? [FSC Table 2306.11 Yes N/A V D. Is exterior wall finish shown? Yeso N/A E. is interior wall finish shown? Yes�t;ct N/A F. Is wall insulation shown? Yes%^o N/A G. Is minimum clearance between wood siding and finished grade shown? [FBC 2304.2.5] Yes NoA H. Are shear wall segments shown? Yes ��Tto N/A A. Type of hold-downs shown? Yes✓P N/A 10. Are ceiling heights shown? [FBC 1203.21 Yes o N/A 11. Are all hurricane anchorage and hold-downs specified / and labeled? Yea✓N N/A 12. Is ceiling type shown, drywall thickness? Yes N/A / 13. Are insulation baffles shown? Yes No N/A 14. Roof Framing A. Are engineered trusses shown? Yes'//NoA $. Are conventional frame rafters used? Yes No /A✓ I. Rafter size shown? Yee No N/A 2. Species of lumber shown? Yes No N/A r 3. Grade of lumber shown? Yea yd N/A✓' C. Type of roof sheeting shown? Yee-...'No N/A, 1. Thickness of roof sheeting shown? Yes6/Aio N/A 2. Grade of roof sheeting shown? Yes No N/A✓' 3. Nailing pattern of roof sheeting shown? [FBC Table 2306.1) Yes No /A D. Weight of Dry-In felt shown? Yes No /A E. Type of roof cover shown? Yes, No N/A 1. Attachment asphalt/fiberglass shingles shown? [FBC 1507,3.71 Yes o N A 2. Attachment of the roof shown? [FBC 1507.4 .5) Yes NOVIV 3. Other roof covering and attachments shown? Yea- No NlA, F. Length of roof overhea shown? YeG ,�S N/A n G. Type of soffit aascia shown? Yes t N/A H. Attic ventilation shown? Yes �, N/A Z. Location, type and thickness of flashing shown? / [FBC 1503.2.1 and FBC 1507,3.9) Yes No 'IN/A J. Type and ga`uie of eave metal shown? Yes No VA 15. Is anchorage of veneer shown? [FBC 14031 Yes No /A 3 RESIDENTIAL CHECKLIST (Continued) VIZ. Floor Plan. 1. Does square footage on plan match square footage shown on Application? Yes o N/A If "No", measure all areas under roof from exterior wall to exterior wall and'adjust square footage accordingly. Add/Subtract To/From living or habitable area. Add/Subtract To/From non-living or non-habitable area. 2 . Are all room dimensions shown? Yes✓ o N/A 3. Are all door and window sizes shown? Yea N/A 4 . Are all emergency egress openings shown? Yes o N/A 5. Is required tempered glass shown at all hazardous locations? [FRC 2405.21 Yes No N/A� 6. Are all vertical reinforcements shown? Yes No N/A� 7. Are all shear wall segments shown? Yes No N/A✓ B. Are all hold-downs and hurricane anchorages shown? Yes- a N/A. 9. Is required attic access shown? YesVA-4 N/A 10. Are all plumbing fixtures shown? Yes o N/A A. Is water heater size shown? Yes N N/A'✓ 11. Are all electrical fixtures shown? Yes N/A A. Is arc fault circuit interrupter shown for bedrooms? (NEC 210-12) Yes No N/A 12. Are all mechanical fixtures shown? Yas./No N/A A. Is air handler and condensor location shown? Yea,,7o N/A B. Are exhaust fans shown? Yes�o N/A 13. Are all smoke detectors shown? [FBC 905.2) Yes%/No N/A 14. Does one (1) bathroom on the first habitable floor level have a 29" net clear door opening and handicap accessible' route? [FBC 11-111 Yes No /AV 15. Does bedroom open directly into garage? Yes NO A/A 16. Does the number of bedrooms shown on plans match the number of bedrooms shown on the Application? Yes✓No N/A 17. Is Designer's name and address shown on plans? Yes v-No N/A 18. Do egress doors and landings comply with FBC 1012.1.3 / and FBC 1012.1.5? Yea Vl o N/A 19. Are habitable rooms shown with the minimum light and ventilation requirements of FBC 1203.1? YesV/No N/A 20. Are garage doors, windows and other openings shown as meeting wind load requirements for components and cladding per FBC 16067 Yes No N/A 21. Does floor plan show fireplace? Yes No N/A A. Does masonry fireplace have a detailed cross-sectional detail? Yea No N/A'� B. Does pre-fabricated fireplace have copy of the ✓ manufacturer's specifications? Yes No N/A C. Is hearth size and detail shown? Yes No N/A✓ D. Is mantel size, location and detail shown? Yes No N/A✓ 22. Are stair details shown? Yes No N/A f A. Is minimum stair width shown? [FBC Table 10041 Yes No N/A B. Are tread and riser sizes shown? [FBC 1007.31 Yes No N/A C. Do spiral stairways comply with FBC 1007.8.27 Yes No N/A ✓ D. Are required landings shown? [FBC 1007,41 Yes No N/A E. Are handrail height, spacing and graspability details shown? [FBC 1007.5) Yes No N/A F. Is required headroom clearance shown? [FBC 1007.71 Yes No N/A G:. Are guardrail height, spacing and details shown? / [FSC 1026.5) Yes No N/A✓ / 23. If floor plan shows mixed construction, are mixed construction details shown? [May require engineering.] Yes No N/A / 24. If required, are tenant separations shown? Yes No N/A ✓ A. Duplex [FBC Table 704.11 B. Townhouse [FBC 704.41 4 RESIDENTIAL CHECKLIST (Continued) VII. Floor Plan. (Continued) 25. Are all columns and beams shown for porches and lanais? Yes d xo /A A. Are column type, size and anchorage shown? Yea No�/A B. Are beam type, size, span and anchorage shown? Yes No�/A 26. Are all lintel-an3"bdam details shown? Yes No N/Jkv- 27. Are engineering details provided for butt glass? Yes No N/A ✓ VIII. Truss/Rafter plan. 1. Are engineered truss plans provided showing loads, uplifts and required connections? Yes✓No. N/A 2. Are all headers, beams, girders and interior bearing walls shown? Yes✓No N/A 3. Framed Roof. A. Is rafter plan shown, including size, spacing, species, grade of lumber, span and connections? Yes No N/A B. Is ceiling joist plan shown, including size, spacing, species, grade of lumber, span and connections? Yes No N/A C. Are collar ties shown, including size, spacing, species, grade of lumber and connections? Yee 'No N/A✓ D. Is ridge beam shown, including size, species and grade of lumber? Yes No N/A L/ 4. Is roof sheeting indicated, showing type, thickness / and nailing pattern? Yes✓No N/A IX. Floor Framing, 1. Is engineered floor truss plan provided, showing loads, uplifts and connections? Yes No N/A 2. Is joist plan provided, showing size, spacing, span, species, grade of lumbar and connections? Yes No NIA. --1 ' 3. Is floor sheeting indicated, showing type, thickness and nailing pattern? Yes No N/A X. Elevations. 1. Does plan show four (4) elevations? Yes VDio N/A 2. Are attic ventilation requirements shown? Yes�No N/A 3. Are roof pitch and overhang shown? YesV/Wo N/A 4. Ie chimney height and location shown? Yes No N/A✓ S. Is cricket shown? (FEC 1507.3.9.43 Yes VO N/Ak/ 6. Are all lanai/porch details shown? Ye oN A 7. Does plan show solid blocking required for ridge vents? Yes, NoA G. Are condensate lines and roof downspouts shown to discharge minimum 1 foot away from structure for protection against decay and termites? IFBC 1503.4:43 Yes✓o N/A 9. Are gutter, downspouts and splash blocks shown? Yes No, N/A 5 r RESIDENTIAL CHECKLIST (Continued) XI. Structural Details. � 1. Is basic wind speed shown? [FBC Fig. 16061 Yes✓No N/A 2. Are gable end bracing details shown? Yes /o N/A 3. Are roof sheeting nailing zones shown? YeSVNo N/A 4. Are protection of"op;ning details shown? [Fac 1606. 1.41 Yes�/No N/A S. Is importance factor shown? [FBC Table 1606) Yes✓No N/A 6. Is structure designed to withstand interior pressures? Yesv/blo N/A 7. Is exposure category shown? [FBC 1606 .1.81 YesV--No N/A e. Are wind pressures for components and cladding shown? FSC Table 1606.28 Yes✓No N/A FBC Table 1606.2C Yes ANO N/A 9. Are exterior windows and glass doors shown as approved by independent testing laboratory and do they bear a label `/ by AAMA or WDMA or other approved label? [FBC 1707.4 .2) Yea V NI ��aaTT/A 10. Are window and door installation and buck details shown? Yes No✓N/A il. Are mullion installation details and design criteria shown? Yes Noy/N/A 12. Are garage door positive and negative wind pressures shown as meeting requirements of 1.5 X pressure? [FBC 1707.4.31 Yes Not/A 13. Are garage door manufacturer's installation details provided? Yes N /A 6 CITY OF ATLANTIC BEACH —� DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 — _ PERMIT INFORMATION ____ __ -- LOCATION INFORMATION Permit Number: 21588 Address: 1217 JASMINE STREET Permit Type: TREE REMOVAL ATLANTIC BEACH, FL 32233 Class of Work: REMOVAL Township: Range: Book: Proposed,Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: _ -- --- -� Improv. Cost: OWNER INFORMATION_ _ Date Issued: 3/08/2001 Name: Beaches Habitat Total Fees: Address: P.O. Box 50939 Amount Paid: Jacksonville Beach, FI 32250 Date Paid: Phone:. (90. 4)241-1222 Work Desc: Remove 37.57 Inches of Oak Trees Mitigate-with 27A inch of Oaks on site CONTRACTOR_(_S)___—. APPLICATION FEES BEACHES HABITAT _ - - � TMs r. rx TREE BOARD NOTICM ION BUILDING MATERI ! # = i: ± £ C SPACE, AND MUST BE CLEARED;; T�R , FAILURE TO C4 )NSTIsp ' tN LAW C iL `. THE PROPERTY OWNER —5 . — ISSUED ACCORDING TO APP SII + SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABL t$t t . ATLANTIC BEACH BUILDING DEPT. --- - — --- --- ---- --- — — —..J r . /3 Y'' !d ._• _._ __ __. __ __ --- - _ _ . I 14.9 g q, n 1r� ys• : _- r _ - y , i , I l yy :{ E 111 j I , � 1 i 1 , I , I 5TT k - F(p 21, r r -0', , -- City o A . fi Atlantic t3 ach h I t_ Plannin and 2omng apartment I r r •t his approval verifies cromplia ce is 16 r vdth appR - and-' - - d ning, subdivision ; ther_ioa � �ti �- ev nt regulations, but; oes rtot:c tute ' or the issuance of mita Co i c� ;_._ w th Florida Building)Code'and II other ap able ` local,;State-and Fe eral'perm tGng requirements, r must be verified b gnature o the City;of Atianti Beach-Building al.prir,,� iasuanc of Suiiding Plerm�f. � - - ---I-- – -- _ Approved Ow— Comm . , r omm i ev lopment Director R Bate• i , r I f�R _ i I , r r I , r V , k I 36RAir BEACHES HABITAT HVAC LOAD ANALYSIS for Beaches Habitat P.O. Box 50939 Jacksonville Beach, FL 32240 D t RHVACRwDEMM . oAD HVAC H L,OADfi Prepared By: Andy Bryan Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 8-9-99 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach,FL 32266-1798 8-9-99 Page 2 Project Summary Project: Beaches Habitat Company: Ocean State Heating &Air Conditioning Client: Beaches Habitat Representative: Andy Bryan Address: P.O. Box 50939 Address: 1476 Atlantic Boulevard City: Jacksonville Beach, FL 32240 City: Neptune Beach, FL 32266 Phone: (904) 241-1222 Phone: (904) 249-8251 Fax: Fax: (904) 249-8949 Design Data Project Name: Beaches Habitat 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 NIA Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 Building Loads Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Btuh 1.647 Tons (based on sensible +latent) 1.826 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,April 06,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach, FL 32266-1798 8-9-99 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 6,243 6,243 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 1/2" Gypsum(R-0.5) 980 3,968 0 2,168 2,168 16G Ceiling R-30 Insulation 1,066 1,583 0 1,583 1,583 22A Slab on Grade No Edge Insulation 146 5,321 0 0 0 Subtotals for structure: 2,360 15,900 0 10,424 10,424 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 1,110 0 1,535 1,535 Infiltration:Winter CFM: 127.7, Summer CFM: 56.8 168 6,316 1,978 1,310 3,288 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 16,869 Temperature Swing Multiplier: X1.00 Building Load Totals: 23,326 2,898 16,869 19,767 Check Figures Total Building Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 Building Loads Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Btuh 1.647 Tons (based on sensible + latent) 1.826 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,April 06,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach, FL 32266-1798 8-9-99 Page 4 System#1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 6,243 6,243 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 1/2"Gypsum(R-0.5) 980 3,968 0 2,168 2,168 16G Ceiling R-30 Insulation 1,066 1,583 0 1,583 1,583 22A Slab on Grade No Edge Insulation 146 5,321 0 0 0 Subtotals for structure: 2,360 15,900 0 10,424 10,424 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 1,110 0 1,535 1,535 Infiltration: Winter CFM: 127.7, Summer CFM: 56.8 168 6,316 1,978 1,310 3,288 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 16,869 Temperature Swing Multiplier: X1.00 System Load Totals: 23,326 2,898 16,869 19,767 Check Figures Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 System Loads Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Btuh 1.647 Tons (based on sensible + latent) 1.826 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,April 06,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach,FL 32266-1798 8-9-99 Page 5 Room Load Summary Reports System#1 Room Load Summary Htg Htg Run Run Clg Cig 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 Master 176 5,505 72 0-0 0 3,594 884 164 1.00 164 164 Bedroom /Bath 2 Bath 2 100 2,250 29 0-0 0 2,101 212 96 1.00 96 96 3 Bedroom 137 2,195 29 0-0 0 2,054 407 93 1.00 93 93 3 4 Living 233 6,519 85 0-0 0 3,328 647 151 1.17 177 151 Room 5 Dinette 105 3,054 40 0-0 0 1,209 235 55 1.30 72 55 6 Kitchen 98 1,284 17 0-0 0 2,350 106 107 1.25 134 107 7 Bedroom 217 2,519 33 0-0 0 2,233 407 102 1.25 127 102 2 System 1 1066 23,326 303 16,869 2,898 767 861 767 Totals Main Trunk Size: 12x12 in. System#1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.647 85%/15% 16,869 2,898 19,767 Recommended: 1.826 77%/23% 16,869 5,039 21,908 System#1 Equipment Data Heating System Cooling System Thursday,April 06,2000 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 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 3 _ b.N/A - 5. Is this a worst case? No - - 6. Conditioned floor area(ft2) 1066 ft2 c. N/A - 7. Glass area&type - - a. Clear-single pane 0.0 ft2 - 13. Heating systems b.Clear-double pane 130.0 ft2 - a. Electric Heat Pump Cap: 100.0 kBtu/hr - c.Tindother SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 - d.Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A - 8. Floor types - - a. Slab-On-Grade Edge Insulation R=0.0, 146.0(p)ft _ c. N/A - b.NIA - - c.N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons - a. Frame,Wood,Exterior R=11.0,980.0 ft2 _ EF:0.92 - b.N/A - 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, 1066.0 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:Unc. Ret:Unc. AH:Attic 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: 16762.00 PASS Total base points: 17597.00 1 hereby certify that the plans and specifications covered Review of the plans and o�T"EsT9T� by this calculation are in compliance with the Florida specifications covered by this compliance calculation indicates com Energy Code. p with the Florida Energy Code. PREPARED BY: Ocean State HVAC Before construction is completed DATE: this building will be inspected for I hereby certify that this buil n igned, is i compliance with Section 553.908 �•�0D �5'� compliance with the Flori e. Florida Statutes. OWNERIAGENT: BUILDING OFFICIAL: c DATE: - DATE: �'f- - 13 - (COD 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 1066.0 33.05 6342.5 Double, Clear N 1.5 4.0 6.0 19.22 0.88 101.4 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 E 1.5 6.0 15.0 40.22 0.91 550.7 Double,Clear E 1.5 6.0 15.0 40.22 0.91 550.7 Double,Clear S 1.5 6.0 20.0 34.50 0.86 590.7 Double, Clear S 6.0 6.0 20.0 34.50 0.52 359.2 Double, Clear W 1.5 4.0 9.0 36.99 0.81 270.9 Double, Clear W 1.5 6.0 15.0 36.99 0.91 506.7 As-Built Total: 130.0 3707.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 980.0 1.70 1666.0 Exterior 980.0 1.70 1666.0 Base Total: 980.0 1666.0 As-Built Total: 980.0 1666.0 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 1066.0 0.60 639.6 Under Attic 30.0 1066.0 0.60 639.6 Base Total: 1066.0 639.6 As-Built Total: 1066.0 639.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 146.0(p) -37.0 -5402.0 Slab-On-Grade Edge Insulation 0.0 146.0(p) -41.20 -6015.2 Raised 0.0 0.00 0.0 Base Total: -5402.0 As-Built Total: -6015.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1066.0 10.21 10883.9 1066.0 10.21 10883.9 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT Summer Base Points: 14361.8 Summer As-Built Points: 11113.8 Total Summer X System - Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 11113.8 1.000 1.089 0.341 1.000 4130.3 14361.8 0.3573 5131.5 11113.8 1.00 1.089 0.341 1.000 4130.3 EnergyGaugeT" DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1066.0 9.76 1873.7 Double, Clear N 1.5 4.0 6.0 14.30 1.01 86.3 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 E 1.5 6.0 15.0 9.09 1.04 141.2 Double, Clear E 1.5 6.0 15.0 9.09 1.04 141.2 Double,Clear S 1.5 6.0 20.0 4.03 1.12 90.1 Double, Clear S 6.0 6.0 20.0 4.03 2.73 220.2 Double,Clear W 1.5 4.0 9.0 10.77 1.05 102.1 Double, Clear W 1.5 6.0 15.0 10.77 1.02 165.3 As-Built Total: 130.0 1326.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 980.0 3.70 3626.0 Exterior 980.0 3.70 3626.0 Base Total: 980.0 3626.0 As-Built Total: 980.0 3626.0 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 1066.0 1.20 1279.2 Under Attic 30.0 1066.0 1.20 1279.2 Base Total: 1066.0 1279.2 As-Built Total: 1066.0 1279.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 146.0(p) 8.9 1299.4 Slab-On-Grade Edge Insulation 0.0 146.0(p) 18.80 2744.8 Raised 0.0 0.00 0.0 Base Total: 1299.4 As-Built Total: 2744.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1066.0 -0.59 -628.9 1066.0 -0.59 -628.9 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT Winter Base Points: 7916.7 Winter As-Built Points: 8815.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 8815.3 1.000 1.107 0.487 1.000 4751.9 7916.7 0.5340 4227.5 8815.3 1.00 1.107 0.487 1.000 4751.9 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 3 2746.00 8238.0 50.0 0.92 3 1.00 2626.61 1.00 7879.8 As-Built Total: 7879.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 5131.5 4227.5 8238.0 17597.0 4130.3 4751.9 7879.8 16762.0 PASS y�yOI THE ST,t r��.t ;4 a EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows& Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS 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. EnergyGauge7rm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.0 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 3 _ b. N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft2) 1066 ft2 c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 130.0 ft2 _ 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 ft2 b. N/A _ 8. Floortypes a. Slab-On-Grade Edge Insulation R=0.0, 146.0(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=11.0,980.0 ft2 _ EF:0.92 _ b.N/A _ 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, 1066.0 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:Unc. Ret:Unc. AH:Attic 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) tion'T"E So in this home before final inspection. Otherwise,a new EPL Display Card will be completed �. _ , „c based on installed Code compliant features. h "" Builder Signature: Date: - Address of New Home: City/FL Zip: c0D WE *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 EPADOE EnergyStarTMdesignation), your home may qualify for energy efficiency mortgage(EE 4) 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.ucf.edu 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) DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE J� ATLANTIC BEACH,FLORIDA 32233-4318 SS TELEPHONE: (904)247-5834 S) FAX: (904)247-5843 SUNCOM: 852-5834 ttp://ci.atlantic-beach.fl.us April 17, 2002 Mr. Craig Burkhart Construction Manager Beaches Habitat P.O. Box 50939 Jacksonville Beach, FL 32240 RE: 1221, 1217, 1213 and 1209 Jasmine Street Dear Mr. Burkhart: As discussed yesterday, a topographic survey at 1' contours will be required for the lots you are building on Jasmine Street. This survey shall be prepared by a Florida Registered Land Surveyor and show any proposed changes to the existing grading. As further discussed, the grading at the lot already being built at 1221 Jasmine appears to be filled higher than the existing home at 1223 Jasmine, and improvements to the drainage between 1221 and 1223 Jasmine will need to be made. There was no building permit displayed, despite foundation work being done, at the time of my visit on April 16th at 10:00 a.m. Many truckloads of fill were placed beyond the end of the cul-de-sac and this could affect the southernmost existing homes on both sides of the street. Additional drainage structures may be needed. Sincerely, Robert S. Kosoy, P.E. Director of Public Works cc: Jim Hanson, City Manager Sonya Doerr, Community Development Director Don Ford, Building Official Alex Sherrer, Code Enforcement Phil Nodine, Street and Maintenance Division Director RSK/9 ---— CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 l '--- - -_ -- - - __ LOCATION IV INFCJ_RMATt_ON --- PERMIT INFORMATIt?N Permit Number. 23974 Address: .1217 JASMINE STREET Permit Type: BUILDING ATLANTIC BEACH, FL 32233 1 Class of Work: NEW Township. Range. Book: Lot(s):4 Block: 203 Section: Proposed,Use: SINGLE FAMILY Square Feet: Subdivision: SECTION H Est.Value: Parcel Number: - -_--- Improv. Cost: 56,487.00 OWNER INFORMATION Date issued: 4/29/2002 Name: Beaches Habitat Total Fees: 2,025.66 Address: . P.O. Box 50939 Amount Paid: 2,025.66 I Jacksonville Beach, Fi 32250 Date Paid: 5/06/2002 Phone: (904}241 1222 — - _.. Work Desc CONSTRUCT NEW HOME- RADON 1066 - SCHG 1066 - - ---- —1 APPLICATION FEES CONTRACTORS) - . _ G — ----- — 320:00 PROPERTY OWNER CT FEE 1,250.00 E 5.06 I0.27 j "' 325.00 35.00 4.79 j 1 /A 0.54 85.00 111-12 F uigg oS I rY y .�--- ION N ,,--1 j 3� IA _L�� I � I •__. -- - - '" `_ � C SPACE, AND BUILDING MATERIAV':!AzMUST BE CLEARE -- — --- -" "FAILURE TO COMtiNST r <# LAW C .' '- THE r PROPERTY OWNER ; � a -- — - ---- ISSUED ACCORDING TO APP E SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABL �� I ATLANTIC BEACH UILDING DEPT. Job russ russ ype ty y MODEL BOSTON HIP A200518 J203096 CJ01 ROOF TRUSS 8 1 (optional) ui ers first ource , , Ryan aese er sOct i e Industries, Inc. on Mar age -2-0-0 1-0-0 2-0-0 1-0-0 C I = 1:6.0 5.00 Ff2 B DOC)o A x4 = 000 1-0-0 2-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) 0.00 B >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.05 A-B >458 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=-97/Mechanical, B=275/0-3-8, D=14/Mechanical Max Horz B=81(load case 4) Max UpliftC=-97(load case 1), B=-327(load case 4), D=-9(Ioad case 2) Max Grav C=150(load case 4), B=275(load case 1), D=14(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-13=41, B-C=-63 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 Ib uplift at uuH++�wrwnrr� joint C, 327 Ib uplift at joint B and 9 Ib uplift at joint D. �Tryy 4) This truss has been designed with ANSI/TPI 1-1995 criteria. �`t tCt A. p 1% LOAD CASEIS) Standard x (3 s A OF t,1S�OKI g ale ��h7ylltllq�t1151k1ri��t March 13,2002 Job russ russ ype ty y BOSTON HIP A200519 J203096 CJ03 ROOF TRUSS 8 1 (optional) w ers FirstSource JAX, , Ryan Haeseler 4.201 SR1 s Oci 17 2001 Mi--ekIndustries, Inc. Mon Mar age -2-0-0 3-0-0 2-0-0 3-0-0 1:9.2 5.00 12 000 B D A x4 000 = 3-0-0 2-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) 0.00 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.10 A-B >275 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/dell = 240 Weight: 13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=28/Mechanical, B=283/0-3-8, D=42/Mechanical Max Horz B=119(load case 4) Max UpliftC=-88(load case 5), B=-269(load case 4), D=-26(load case 2) FORCES (Ib) -First Load Case Only TOP CHORD A-B=42, B-C=-50 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 Ib uplift at joint C, 269 Ib uplift at joint B and 26 Ib uplift at joint D. MINI# 4)This truss has been designed with ANSI/TPI 1-1995 criteria. '0011t la Ap � LOAD CASE(S) Standard ORt9P '�s� ly}�b �4ti ✓f�ft, wLED P�7pJ;+Y�Lfllitltkl4tLD�t��\ March 13,2002 Job russ russ ype ty y A200520 J203096 CJ05 ROOF TRUSS 8 1 (optional) ' ui ers FirstSource JAXI , Ryan Haeseler 4.201 SR1 s Oct 17 2 01 Mi--ekIndustries, Inc. Mon Mar age -2-0-0 5-0-0 2-0-0 5-0-0 C Sc :12.4 5.00 12 CN B D A x4 = 5-0-0 2-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) 0.04 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.11 A-B >249 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/deft = 240 Weight: 19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=102/Mechanical, B=347/0-3-8, D=72/Mechanical Max Horz B=162(load case 5) Max UpliftC=-1 64(load case 5), B=-289(load case 4), D=-45(load case 2) FORCES (lb) - First Load Case Only TOP CHORD A-B=42, B-C=30 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category Il, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 Ib uplift at joint C, 289 lb uplift at joint B and 45 Ib uplift at joint D. 101"1x1wytu 4) This truss has been designed with ANSI/TPI 1-1995 criteria. ` w CE A. f LOAD CASE(S) Standard � �IFIr�f� ATE OF r AbORt�Q` '�� D {+7lrlfll�IltlNtYtS11U`5$ti�, March 13,2002 Job russ russ Type ty y T 3 BED MODEL BOSTON HIP A200521 J203096 CJ07 ROOF TRUSS 8 1 (optional) w ers FirstSource , , Ryan aese er sOct i e Indus nc. on ar age -2-0-0 7-0-0 2-0-0 7-0-0 C Scal — 15.6 5.00 12 B D A Fx4 7-0-0 2-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.15 B-D >538 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) 0.35 A-B >75 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 25 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=164/Mechanical, B=423/0-3-8, D=102/Mechanical Max Horz B=219(load case 5) Max UpliftC=-237(load case 5), B=-324(load case 4), D=-64(load case 2) FORCES (lb) -First Load Case Only TOP CHORD A-B=42, B-C=50 BOT CHORD B-D=0 NOTES 1)This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category ll, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 237 lb uplift at joint C, 324 lb uplift at joint B and 64 Ib uplift at joint D. sn�rrenrp 4) This truss has been designed with ANSI/TPI 1-1995 criteria. A.A r, LOAD CASE(S) Standard KlF7��f r ATE OF y% t ORI ?� n'"irr ttnrririitr'isissrsasnti t".. March 13,2002 Job russ russ ype ty y t$t MODEL BOS[ON HIP A200522 J203096 CJ09 ROOF TRUSS 8 1 (optional) - uiers FirstSource JAX, , Ryan Haeseler 4.201 SR 1 s Oct 17 2001 Mi- e n ustries, Inc. Mon Mar age -2-0-0 4-8-2 9-0-0 2-0-0 4-8-2 4-3-14 D Sc 1:19.4 5.00 12 1.5x4 C— B B A F E m 3x6 3x5 9-0-0 2-0-0 9-0-0 Plate Offsets (X,Y): IB:0-2-15,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.23 Vert(LL) 0.29 B-F >361 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.28 B-F >376 BCLL 10.0 Rep Stress Incr YES WB 0.16 Horz(TL) -0.01 E n/a BCDL 5.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/deft = 240 Weight: 38 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.21) BOT CHORD Rigid ceiling directly applied or 9-8-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) D=90/Mechanical, B=503/0-3-8, E=264/Mechanical Max Horz B=277(load case 4) Max UpliftD=-124(load case 5), 6=-435(load case 4), E=-238(load case 5► FORCES (Ib) - First Load Case Only TOP CHORD A-B=42, B-C=-408, C-D=25 BOT CHORD B-F=358, E-F=0 WEBS C-F=-393 NOTES 11 This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category It, condition If partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist,they are exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 "1010 2) Refer to girder(s) for truss to truss connections. .0 CIR A 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 Ib uplift at joint D, 435 lb uplift at joint B and 238 Ib uplift at joint E. 4)This truss has been designed with ANSUTPI 1-1995 criteria. LOAD CASE(S) Standard ATE OR SjP � ffr rls,�l7ltt ,�,;Q �lrtfi7tDk1�{�1!(4y,t1�t�4� March 13,2002 Job Truss Truss Type Qty Ply LOT 3 BED MODEL BOSTON HIP A20052 J203096 EJ11 ROOF TRUSS 6 1 (optional) Builders FirstSource JAX 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Tue Mar 12 08:11:05 2002 Page 1 -2-0-0 5-6-0 11-0-0 Scale = 1:32.4 2-0-0 5-6-0 5-6-0 *Simpson LTP4 cli 1.5x4 11 4 /7 5.00 12 3x5 3 2 0 1 Simpson HUS26 3x5 = 6 5 1.5x4 II 3x5 11-0-0 11-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC 0.26 Vert(LL) -0.03 5-6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0,20 Vert(TL) 0.05 1-2 >495 BCLL 10.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.01 5 n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 55 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 N TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.I D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=581/0-3-8, 5=438/Mechanical Max Horz 2=374(load case 4) Max Uplift2=-352(load case 4), 5=-310(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=42, 2-3=-700, 3-4=33 BOT CHORD 2-6=594, 5-6=594 WEBS 3-5=-648, 3-6=184, 4-5=-115 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. "+�+ynry� 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 Ib uplift at 11 A. 4 joint 2 and 310 lb uplift at joint 5. aZ p % 4) This truss has been designed with ANSI/TPI 1-1995 criteria. IF 5)4 LT?4 Cl+p only(gLi;red ori F;cs� jack (Nei }o �5rd I). Y CT' LOAD CASE(S) Standard 3 dr a z ATE OF �OR11DP March 13,2002 Job Truss Truss Type Qty Ply LOT 3 BED MODEL BOSTON HIP A20052 J203096 HJ11 ROOF TRUSS 4 1 - (optional) Builders FirstSource JAX 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Tue Mar 12 08:12:30 2002 Page 1 -2-9-15 5-8-9 10-5-14 15-6-11 Scale = 1:34.1 2-9-15 5-8-9 4-9-5 5-0-13 Simpson LTP4 clip 1.5x4 5 6 G 3.54 FTT 6x8 ; 4 1.5x4 3 2 O 1 Simpson THJA26 3x6 ; 8 7 3x5 - 3x5 = 5-8-9 10-5-14 15-6-11 5-8-9 4-9-5 5-0-13 Plate Offsets KY): (2:0-5-0,0-1-8) LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) -0.11 2-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) 0.21 1-2 >174 BCLL 10.0 Rep Stress Incr NO WB 0.51 Horz(TL) 0.02 7 n/a BCDL 5.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 240 Weight: 90 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-13 oc purlins. BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 6-5-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-7 REACTIONS (Ib/size) 2=1006/0-4-15, 7=1671/Mechanical Max Horz 2=701(load case 2) Max Uplift2=-584(load case 4), 7=-1171(load case 2) FORCES Ob) -First Load Case Only TOP CHORD 1-2=46, 2-3=-2282, 3-4=-1778, 4-5=76, 5-6=-17 BOT CHORD 2-8=2169, 7-8=1657 WEBS 3-8=-539, 4-8=731, 5-7=-426, 4-7=-1965 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed ++ +srM to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 0 "raHry 2) Refer to girder(s) for truss to truss connections. ..`a Gla A. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 584 Ib uplift at a t1P7 7r joint 2 and 1 171 lb uplift at joint 7. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. r s � n LOAD CASES) Standard AT8Ok 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 flp a Uniform Loads (plf) f Vert: 1-2=-54.0 Trapezoidal Loads (plf) frf"'"rrnirrir�l;r+p+nn+"`y��f Vert: 2=-2.8-to-6=-210.0, 2=0.0-to-7=-1 16.7 March 13,2002 ob russrl uss Type Oty Ply EL BOSTON HIP J203096 T01 ROOF TRUSS 2 2 A201744 _ (optional) w ers +rst ource , ,Ryan aese ers ct MiTek n ustnes, nc. ue ar age -2-0-0 4-3-0 8-4-8 11-0-0 12-6-0 14-0-0 16-7-8 20-9-0 25-0-0 27-0-0 2-0-0 4-3-0 4-1-8 2-7-8 1-6-0 1-6-0 2-7-8 4-1-8 4-3-0 2-0-0 Scale = 1:47.! 4x5 = E P 5.00 12 3x5 0 3x5 D F 1.5x4 1.5x4 LO C G B H Ji A I Id C 4x5 = N M Q L K J 4x5 = 3x5 = 6x8 = 5x6 = 3x5 = 6x8 = 5-0-14 10 0-5 11-0- 14-0 0 14-11-11 19-11-2 25-0-0 2-0-0 25-0-0 2-0-0 Plate Offsets (X,Y); [B:0-3-5,0-0-61, [H:0-3-5,0-0-6],_[K:0-4-0,0-4-01, [M:0-4-0,0-4-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) 0.25 K-M >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.65 Vert(TQ -0.29 K-M >999 BCLL 10.0 Rep Stress Incr NO WB 0.42 Horz(TL) 0.06 H n/a BCDL 5.0 Code SBC/ANSl95 (Matrix) 1 st LC LL Min I/deft = 240 Weight: 3001b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-5-6 oc purlins. BOT CHORD 2 X 6 SYP SS *Except* BOT CHORD Rigid ceiling directly applied or 9-9-6 oc bracing. H-L 2 X 6 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=2894/0-3-8, H=2894/0-3-8 Max Horz B=165(load case 4) Max UpliftB=-1743(load case 4), H=-1743(load case 5) FORCES (Ibl - First Load Case Only TOP CHORD A-B=45, B-C=-6403, C-D=-6295, D-0=-6367, E-0=-6301, E-P=-6301, F-P=-6367, F-G=-6295, G-H=-6403, H-1=45 BOT CHORD B-N=5862, M-N=5901, M-Q=4717, L-Q=4717, K-L=4717, J-K=5901, H-J=5862 WEBS C-N=-169, D-N=-172, D-M=-134, F-K=-134, F-J=-172, G-J=-169, E-M=2603, E-K=2603 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. s" Or,'R A. Arff�� The lumber DOL increase is 1.60, and the plate grip increase is 1.60 t �gf IFI �r 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1743 lb uplift at joint B and 1743 Ib uplift at joint H. } ;3 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Girder carries hip end with 1 1-0-0 end setback 6) 2-ply truss to be connected together with 0.131"x3" Nails as follows: �y Top chords connected as follows: 2 X 4- 1 row at 0-9-0 oc. is Bottom chords connected as follows: 2 X 6 - 2 rows at 0-6-0 oc. ApTB OF LORt OF Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. .,;.if 1 ED 7) Special hanger(s) or connection(s) required to support concentrated load(s) 1463.0lb down and 1336.81b up at 14-0-0, and 1463.01b down and 1336.81b up at 11-0-0 on bottom chord. Design for unspecified March 13,2002 connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-0=-54.0, E-0=-27.0, E-P=-27.0, I-P=-54.0, B-Q=-30.0, L-Q=-239.9, H-L=-30.0 Continued on page 2 ob russ Truss Type Qty — J203096 T01 ROOF TRUSS 2 2 A201744 (optional) Builders irst ource JAX, , Ryan Haeseler 361- s ct i e n ustnes, Inc. Tue ar ago LOAD CASES► Standard Concentrated Loads (Ib) Vert. L=-1463.0 Q=-1463.0 Job russ russ ype ty y 3 81h: MODEL BOSTON :A2(01101526 (o tional) J203096 T02 ROOF TRUSS 12 1 :: Builders FirstSource JAX, , Ryan Haeseler 4.201 SR1 s Ocf-1 7 2001 MiTekIndustries, Inc. Mon Mar age.. -2-0-0 6-6-14 12-6-0 1 18-5-2 25-0-0 27-0-0 2-0-0 6-6-14 5-11-2 5-11-2 6-6-14 2-0-0 Scale = 1:47.5 4x5 = D 5.00 12 1.5x4 1.5x4 C E B F A G1q 6' 0 3x5 = J I H 3x5 = 3x5 = 3x5 = 3x5 = 8-6-9 16-5-7 25-0-0 2-0-0 25-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.53 Vert(LL) -0.20 H-J >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.29 H-J >999 BCLL 10.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.05 F n/a BCDL 5.0 Code SBC/ANSI95 1st LC LL Min I/deft = 240 Weight: 113 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-11-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1157/0-3-8, F=1157/0-3-8 Max Horz B=162(load case 4) Max UpliftB=-1015(load case 4), F=-1015(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD A-B=21, B-C=-1869, C-D=-1667, D-E=-1667, E-F=-i 869, F-G=21 BOT CHORD B-J=1716, 1-J=1 178, H-1=1 178, F-H=1716 WEBS C-J=-293, D-J=599, D-H=599, E-H=-293 NOTES 1)This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 13 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 y++urwn 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1015 Ib uplift at ``� � A. Mrv4 joint B and 1015 lb uplift at joint F. % 4) This truss has been designed with ANSI/TPI 1-1995 criteria. S1F7 p4r`; LOAD CASE(S) Standard 7 s Alt OF �4 ''pf OR1S7P •,ef,,rernrnrtpGSY,U�f��'S�. March 13,2002 RE BEACHES HABITAT !Iflar,.;c: c � HVAC LOAD ANALYSIS for Beaches Habitat P.O. Box 50939 Jacksonville Beach, FL 32240 It L1tQjQftwQ It RHVAC. RtsIDWnAL HVAC LOADS Prepared By: Andy Bryan Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 8-9-99 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach,FL 32266-1798 8-9-99 Page 2 Project Summary Project: Beaches Habitat Company: Ocean State Heating &Air Conditioning Client: Beaches Habitat Representative: Andy Bryan Address: P.O. Box 50939 Address: 1476 Atlantic Boulevard City: Jacksonville Beach, FL 32240 City: Neptune Beach, FL 32266 Phone: (904) 241-1222 Phone: (904) 249-8251 Fax: Fax: (904) 249-8949 Design Data Project Name: Beaches Habitat 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: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 Building Loads Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Btuh 1.647 Tons (based on sensible + latent) 1.826 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,April 06,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach,FL 32266-1798 8 9-99 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 6,243 6,243 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 1/2" Gypsum(R-0.5) 980 3,968 0 2,168 2,168 16G Ceiling R-30 Insulation 1,066 1,583 0 1,583 1,583 22A Slab on Grade No Edge Insulation 146 5,321 0 0 0 Subtotals for structure: 2,360 15,900 0 10,424 10,424 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 1,110 0 1,535 1,535 Infiltration:Winter CFM: 127.7, Summer CFM: 56.8 168 6,316 1,978 1,310 3,288 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 16,869 Temperature Swing Multiplier: X1.00 Building Load Totals: 23,326 2,898 16,869 19,767 Check Figures Total Building Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 Building Loads Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Btuh 1.647 Tons (based on sensible + latent) 1.826 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,April 06,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach,FL 32266-1798 8-9-99 Page 4 System #1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 130 4,241 0 6,243 6,243 10D Door Wood Solid Core 38 787 0 430 430 12C Wall R-11 + 1/2" Gypsum(R-0.5) 980 3,968 0 2,168 2,168 16G Ceiling R-30 Insulation 1,066 1,583 0 1,583 1,583 22A Slab on Grade No Edge Insulation 146 5,321 0 0 0 Subtotals for structure: 2,360 15,900 0 10,424 10,424 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 1,110 0 1,535 1,535 Infiltration: Winter CFM: 127.7, Summer CFM: 56.8 168 6,316 1,978 1,310 3,288 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 16,869 Temperature Swing Multiplier: X1.00 System Load Totals: 23,326 2,898 16,869 19,767 Check Figures Supply CFM: 767 CFM per square foot: 0.72 Square feet of room area: 1,066 Square feet per ton: 583.902 System Loads Total heating required with outside air: 23,326 Btuh 23.326 MBH Total sensible gain: 16,869 Btuh 85 % Total latent gain: 2,898 Btuh 15 % Total cooling required with outside air: 19,767 Btuh 1.647 Tons (based on sensible +latent) 1.826 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,April 06,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Beaches Habitat Neptune Beach, FL 32266-1798 8-9-99 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 Master 176 5,505 72 0-0 0 3,594 884 164 1.00 164 164 Bedroom /Bath 2 Bath 2 100 2,250 29 0-0 0 2,101 212 96 1.00 96 96 3 Bedroom 137 2,195 29 0-0 0 2,054 407 93 1.00 93 93 3 4 Living 233 6,519 85 0-0 0 3,328 647 151 1.17 177 151 Room 5 Dinette 105 3,054 40 0-0 0 1,209 235 55 1.30 72 55 6 Kitchen 98 1,284 17 0-0 0 2,350 106 107 1.25 134 107 7 Bedroom 217 2,519 33 0-0 0 2,233 407 102 1.25 127 102 2 System 1 1066 23,326 303 16,869 2,898 767 861 767 Totals Main Trunk Size: 12x12 in. System#1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.647 85%/15% 16,869 2,898 19,767 Recommended: 1.826 77%/23% 16,869 5,039 21,908 System#1 Equipment Data Heating System Cooling System Thursday,April 06,2000 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 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 3 _ b.N/A - 5. Is this a worst case? No 6. Conditioned floor area(ft) 1066 W c. N/A - 7. Glass area&type _ - a. Clear-single pane 0.0 ft, _ 13. Heating systems b. Clear-double pane 130.0 ft' _ 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 ft, b.N/A - 8. Floor types _ - a. Slab-On-Grade Edge Insulation R=0.0, 146.0(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=11.0,980.0 fe _ EF:0.92 b.N/A _ 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, 1066.0 ft' _ 15. HVAC credits - b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Attic 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: 16762.00 PASS n SS Total base points: 17597.00 �"/-1 1 hereby certify that the plans and specifications covered Review of the plans and Tl sT by this calculation are in compliance with the Florida specifications covered by this X04 = aT�o Energy Code. calculation indicates compliance PREPARED BY: Ocean State HVAC with the Florida Energy Code. �' "'��- ""'•'��''`''•"' Before construction is completed - a° DATE: A this building will be inspected for I hereby certify that this brar e g ed, is in compliance with Section 553.908 eco �� compliance with the Flori e Florida Statutes. OWNERIAGENT: BUILDING OFFICIAL: DATE: -- DATE: 4_(_ 2 2_ 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 1066.0 33.05 6342.5 Double, Clear N 1.5 4.0 6.0 19.22 0.88 101.4 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 E 1.5 6.0 15.0 40.22 0.91 550.7 Double, Clear E 1.5 6.0 15.0 40.22 0.91 550.7 Double, Clear S 1.5 6.0 20.0 34.50 0.86 590.7 Double, Clear S 6.0 6.0 20.0 34.50 0.52 359.2 Double,Clear W 1.5 4.0 9.0 36.99 0.81 270.9 Double, Clear W 1.5 6.0 15.0 36.99 0.91 506.7 As-Built Total: 130.0 3707.7 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 980.0 1.70 1666.0 Exterior 980.0 1.70 1666.0 Base Total: 980.0 1666.0 As-Built Total: 980.0 1666.0 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 1066.0 0.60 639.6 Under Attic 30.0 1066.0 0.60 639.6 Base Total: 1066.0 639.6 As-Built Total: 1066.0 639.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 146.0(p) -37.0 -5402.0 Slab-On-Grade Edge Insulation 0.0 146.0(p) -41.20 -6015.2 Raised 0.0 0.00 0.0 Base Total: -5402.0 As-Built Total: •6015.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1066.0 10.21 10883.9 1066.0 10.21 10883.9 EnergyGauge®DCA Form 60OA-97 EnergyGaugeOlFlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT Summer Base Points: 14361.8 Summer As-Built Points: 11113.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 11113.8 1.000 1.089 0.341 1.000 4130.3 14361.8 0.3573 5131.5 11113.8 1.00 1.089 0.341 1.000 4130.3 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 1066.0 9.76 1873.7 Double, Clear N 1.5 4.0 6.0 14.30 1.01 86.3 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 E 1.5 6.0 15.0 9.09 1.04 141.2 Double, Clear E 1.5 6.0 15.0 9.09 1.04 141.2 Double, Clear S 1.5 6.0 20.0 4.03 1.12 90.1 Double,Clear S 6.0 6.0 20.0 4.03 2.73 220.2 Double, Clear W 1.5 4.0 9.0 10.77 1.05 102.1 Double, Clear W 1.5 6.0 15.0 10.77 1.02 165.3 As-Built Total: 130.0 1326.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood,Exterior 11.0 980.0 3.70 3626.0 Exterior 980.0 3.70 3626.0 Base Total: 980.0 3626.0 As-Built Total: 980.0 3626.0 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 467A As-Built Total: 38.0 467.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1066.0 1.20 1279.2 Under Attic 30.0 1066.0 1.20 1279.2 Base Total: 1066.0 1279.2 As-Built Total: 1066.0 1279.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 146.0(p) 8.9 1299.4 Slab-On-Grade Edge Insulation 0.0 146.0(p) 18.80 2744.8 Raised 0.0 0.00 0.0 Base Total: 1299.4 As-Built Total: 2744.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1066.0 -0.59 -628.9 1066.0 -0.59 -628.9 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: 7916.7 Winter As-Built Points: 8815.3 Total Winter X System — Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 8815.3 1.000 1.107 0.487 1.000 4751.9 7916.7 0.5340 4227.5 8815.3 1.00 1.107 0.487 1.000 4751.9 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge0flaRES'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 3 2746.00 8238.0 50.0 0.92 3 1.00 2626.61 1.00 7879.8 As-Built Total: 7878.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 5131.5 4227.5 8238.0 17597.0 4130.3 4751.9 7879.8 16762.0 EFPASS::] �40JzSTgT�o�.� OD wE ��.. EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeOlFIaRES'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>118"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS 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. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.0 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 3 _ b.N/A - 5. Is this a worst case? No _ - 6. Conditioned floor area(ft) 1066 W c. N/A - 7. Glass area&type _ - a. Clear-single pane 0.0 ff, _ 13. Heating systems b. Clear-double pane 130.0 W _ 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 It, b. N/A - 8. Floor types _ - a. Slab-On-Grade Edge Insulation R=0.0, 146.0(p)ft _ a 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=11.0,980.0 ff _ EF:0.92 - b.N/A _ 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, 1066.0 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:Attic 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) �O4R8E STgT�o in this home before fmal inspection.Otherwise,a new EPL Display Card will be completed �. based on installed Code compliant features. fill Builder Signature: Date: )- a t Address of New Home: City/FL Zip: j�c01)WE ��5 *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 EnergyStar7i'designation), your home may qualify for energy efficiency mortgage (EEO 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)