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336 2nd St (vault) PERMIT WORKSHEET Certificate of Occupanc - - � Job Address: Type Work: �- Property Owner: J Phone # Contra tor: he Phone # o 22I - 329-`1 Permit Date Issued: voo 98 Tree Permit # Foundation Permit # Demolition Permit # BUILDIN ELECTRIC # MECHANICAL--#-------] PLUMBING # Temp.Power # Footing JEA Release Date Temp. Power Slab Letter Rec'd. Underslab Tie Beam Temp Pole # Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing Sewer Rough/ Framing Rough Rough Top out Insulation JEA Release j Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Drainage Inspection: Pool Permit # Inspections: Steel Final Elec. /Grounding Final Roofing Permit # Inspect: Nailing /Sheathing Final Fire Inspection: Failed Inspections: Date Paid: I V I J City of Atlantic Beach 800 Seminole Road r } Atlantic Beach, Florida 32233 Phone: (904) 247 -5800 Fax: (904) 247 -5845 www.coab.us March 14, 2012 John O'Malley 4116 Third Street South Jacksonville Beach, Florida 32250 RE: DETERMINATION OF VESTED RIGHTS & ZONING VERIFICATION PHYSICAL ADDRESS 3382 ND STREET PARCEL NUMBER 169764 -0050 LEGAL DESCRIPTION 5 -69 16- 2S -29E .07 ATLANTIC BEACH W 1.20FT LOT 11, E1/2 LOT 13, BLK 3 Dear Mr. O'Malley, Per your request, this letter provides a determination of vested rights and zoning verification for the above referenced property. In establishing the historical context of the property and the existing conditions, several sources of information are consulted, primarily being the City of Atlantic Beach archives, the Duval County Clerk of Courts Official Records, and the Duval County Property Appraiser's Office. EXISTING CONDITIONS The subject parcel has a Future Land Use designation of Residential Low Density (RL) according to Map A -1 of the adopted 2020 Comprehensive Plan Amendment Map Series, and it is located within the Residential Single - Family (115-2) district according to the adopted Official Zoning Map. The following provisions of Section 24 -106 of the current Land Development Regulations detail use and development standards for the RS -2 zoning district: RESIDENTIAL, SINGLE - FAMILY DISTRICT (RS -2) (a) Intent. The RS -2 zoning district is intended to apply to predominantly developed areas of single-family dwellings with platted lots that are smaller than those in the RS -1 zoning district. All development within the RS -2 zoning district shall comply with the residential density limitations as set forth within the adopted Comprehensive Plan for the City of Atlantic Beach, as may be amended. (b) Permitted uses. The uses permitted within the RS -2 zoning district shall be: (1) Single-family dwellings. (2) Accessory uses (see Section 24 -151). DOVR -ZVL 338 2 ND STREET JOHN O'MALLEY (REALTOR) JANUARY 6, 2012 Page 1 of 7 (3) Government uses, buildings and facilities. (c) Uses -by- exception. Within the RS -2 zoning district, the following uses -by- exception may be permitted: (1) Churches, subject to the provisions of Section 24 -153. (2) Public and private recreational facilities not of a commercial nature and of a neighborhood scale intended to serve the surrounding residential neighborhood. (3) Schools. (4) Home occupations, subject to the provisions of Section 24 -159. (d) Minimum lot standards. Existing legally established lots of record may exist which do not meet the following requirements. These lots may be developed subject to all applicable land development regulations, however, all lots created after January 1, 2002 must comply with these minimum lot size requirements in order to obtain building permits authorizing development (see Section 24 -188 and Section 24 -189). The minimum size for lots within the RS -2 zoning district, which are created after the initial effective date of these Land Development Regulations shall be: (1) Lot or site area: Seven thousand five hundred (7,500) square feet. (2) Lot width: Seventy-five (75) feet. (3) Lot depth: One hundred (100) feet. (e) Minimum yard requirements. The minimum yard requirements within RS -2 zoning district shall be: (1) Front yard: Twenty(20)feet. (2) Rear yard: Twenty(20)feet. (3) Side yard: Combined fifteen (15) total feet and five (5) minimum feet on either side. (f) Building restrictions. Building restrictions within the RS -2 zoning district shall be: (1) Maximum impervious surface: Fifty (50) percent. (2) Maximum building height: Thirty-five (35) feet. The lot is a regular rectangular shape, but is substandard in size with dimensions of twenty -six and two - tenths (26.2) feet in width by one hundred thirty (130) feet in depth, for a total of three thousand four hundred six (3,406) square feet, or seven - hundredths (0.07) acres, in total lot area. There are currently two nonconforming structures located on the subject property. The first is a single -story, one -car garage and a portion of a breezeway with a solid roof structure connecting that garage to the single - family residence located on the adjacent lot directly to the east. The footprint of the garage is approximately thirteen (13) feet in width by twenty -four (24) feet in depth, while the height is approximately fourteen (14) feet. The portion of the breezeway located on the subject property measures approximately six (6) feet in width and fifteen (15) feet in depth. The garage structure (exclusive of the breezeway structure) conforms to the required size and height standards, as well as required front, rear and side yard setback standards for a detached garage per Section 24- 151(b)(1)d of the current Land Development Regulations. However, the connecting breezeway results in an encroachment into the required eastern side yard. If the connecting breezeway were to be removed, the garage would be brought into compliance with all current standards. DOVR -ZVL 338 2 ND STREET JOHN O'MALLEY (REALTOR) JANUARY 6, 2012 Page 3 of 7 The second structure is a three -story single - family residence with a footprint measuring seventeen (17) feet in width and thirty (30) feet in depth. Located south of the garage on the rear of the lot, this structure complies with required front and rear yard setbacks of twenty (20) feet each, as established in Section 24- 106(e)(1) -(2). However, due to the narrow width of the lot, and positioning directly on the eastern lot line, the structure does not comply with Section 24- 106(e)(3), required side yard setbacks, combined fifteen (15) feet and five (5) feet minimum on either side. Further, the overall height of the structure is thirty -eight (38) feet from the established grade to the top of the stair tower. Thus, the structure exceeds the maximum height of thirty -five (35) feet per Section 24- 106(f)(2), by three (3) feet. HISTORICAL CONTEXT OF THE LOT According to information obtained from the Duval County Property Appraiser's Office and the Duval Clerk of Courts, this lot was created as the result of a lot split and sale on January 18, 2001. This transaction is recorded by means of a Warranty Deed in Official Records Book 9926, Page 1568. At the time of lot split, the subject property was located within the Residential General, Two - Family (RG -1) zoning district. However, it is very likely this was not a legal lot split because the resultant parcel does not conform to the minimum lot standards of the RG -1 zoning district in effect at that time, and there is no evidence of any sort of waiver of the minimum lot standards thus granting approval for the creation of the lot. The table below shows the minimum lot standards within the RG -1 zoning district according to the adopted Land Development Regulations in effect on January 18, 2001 [Ordinance 90 -82 -074, as amended through Ordinance No 90 -01 -170], and the actual parcel dimensions according to the 2001 deed. MINIMUM STANDARD ACTUAL DIMENSION (LDR ORDINANCE 90 -82- (2001 DEED) 074) LOT OR SITE AREA 5,000 SQUARE FEET 3,406 SQUARE FEET LOT WIDTH 50 FEET 26.2 FEET LOT DEPTH 100 FEET 1 130 FEET Even though this lot was created and recorded prior to the adoption and effective date of the current Land Development Regulations (Ordinance Number 90 -01 -173, Effective January 1, 2002), it cannot be deemed as a "lot of record" per Section 24 -17, Definitions, of the current Land Development Regulations, because it was not "legally" established: LOT OF RECORD shall mean (a) A lot that is part of a documented subdivision, the map of which has been recorded in the office of the clerk of the circuit court; or (b) A lot or parcel of land described by metes and bounds, the description of which has been recorded in the office of the clerk of the circuit court, consistent with and in compliance with land development regulations in effect at the time of said recording DOVR -ZVL 338 2 ND STREET JOHN O'MALLEY (REALTOR) JANUARY 6, 2011 Page 4 of 7 HISTORICAL CONTEXT OF THE STRUCTURES At the time of the lot split in 2001, only the single -story, one -car garage and connecting breezeway, constructed in 1951 and as described above, were located on the subject property. On April 27, 2001, the new owners applied for a building permit to construct a new residence. According to construction plans on file with the City, this is now and always has been a single family residence, but for some reason, the permit was issued for construction of a duplex (DPLX- 03- 30021836), Current records of the Duval County Property Appraiser's Office does list the structure correctly as a single - family residence, though. The Certificate of Occupancy was issued on June 18, 2003. On August 16, 2007 the property owners applied for a building permit to replace windows and repair the roof (RAAR -07- 00001164). The Certificate of Completion for that work was issued on September 25, 2008. Please note that no documentation of variances or waivers for either the side yard setback reduction to zero (0) feet on the eastern side, or the additional three (3) feet of height have been found. However, because building permits were issued based upon construction plans that clearly demonstrated these nonconformities and inspections were conducted and Certificates of Occupancy /Completion were issued, the existing three - story, single - family structure is considered to be "legally" constructed. Due to the incompliance with the side yard setback and height standards cited above, this structure qualifies as a nonconforming structure, according to Section 24 -17, Definitions, of the current Land Development Regulations: NONCONFORMING STRUCTURE shall mean a structure or building or portion thereof, which does not conform with the land development regulations applicable to the zoning district in which the structure is located, but which was legally established prior to the effective date of such land development regulations. IMPLICATIONS FOR FUTURE DEVELOPMENT OR REDEVELOPMENT • EXISTING GARAGE: Regarding the existing garage, as we have discussed and as described above, removal of the connecting breezeway will make this structure into a fully - compliant and conforming accessory structure. You have expressed interest in relocating the existing garage further north on the lot, in order to create useable green space between it and the existing residential structure. This is completely permissible so long as the structure is in compliance with the required yard setbacks for a residential accessory, as established in Section 24 -151, being twenty (20) feet from the front property line and five (5) feet from the side property lines for a detached garage. Because the existing garage is a legally constructed residential accessory, it is vested and may be reconstructed at any time within the existing footprint, or in compliance with the development standards and regulations in effect at the time of reconstruction, per the following provisions: DOVR -zVL 338 2 ND STREET JOHN OWALLEY (REALTOR) JANUARY 6, 2012 Page 5 of 7 • Section 24 -86 provides vesting rights for lawfully existing residential uses affected by future amendments to either the official zoning map or the land development regulations. • Section 24 -87 provides vesting rights for lawfully existing residential uses damaged or destroyed by fire, weather - related or other natural or unintended acts. • EXISTING RESIDENCE: Because the existing residence is a legally constructed nonconforming structure the provisions of Section 24- 85(c)(1) -(6) listed below are applicable: (1) No nonconforming structure shall be expanded or enlarged unless such expansion or enlargement complies with the terms of this Section and other applicable provisions of this Chapter, including building setbacks, or unless a variance has been obtained from the Community Development Board in accordance with the requirements of Section 24- 64 of this Chapter. (2) Any nonconforming structure, or portion thereof, that is declared unsafe may be restored to a safe condition. Building permits shall be required. (3) A nonconforming structure may be maintained, and repairs and alterations may be made subject to the provisions of this Section. (4) No additional structure not conforming to the requirements of this Chapter shall be constructed in connection with the nonconforming use of land. (5) Any existing nonconforming structure that is encroaching into public right -of -way shall not be rebuilt, enlarged, or structurally altered unless such encroachment is removed. (6) Residential structures which were lawfully existing, but nonconforming with respect to required building setbacks may be reconstructed within the previously existing footprint, provided that where any exterior side wall is constructed, a minimum five-foot side yard setback shall be required. This provision shall apply only to reconstruction following damage that has occurred from on unintended act, including fire and weather - related events, and not from an intentional act of the property owner or occupant, in which case the required building setbacks of the particular zoning district shall be required. You have expressed interest in removing the existing internal spiral staircase and replacing it with an elevator, and upon our last conversation conveyed an estimation of approximately eighteen (18) additional inches in height that would be required to accommodate the encasement of the mechanical equipment on top of the elevator. Unfortunately, as noted above, the existing structure already supersedes the maximum allowable height for principal residential structures by three (3) feet, and the only permissible exception to that height limit is for chimney structures. There is no provision for variance or waiver from this requirement at this time. You stated you might consider an external elevator shaft with the mechanical equipment located adjacent to the elevator, rather than on top, as an alternative. I find this option to be permissible, deriving my interpretation from Section 24- 83(c): DOVR -ZVL 338 2 ND STREET JOHN O'MALLEY (REALTOR) JANUARY 6, 2011 Page 6 of 7 MECHANICAL EQUIPMENT Equipment such as heating and air conditioning units, pumps, compressors, or similar equipment that makes excessive noise shall not be located closer than five from any lot line where such equipment will be located adjacent to the interior living area of an existing residence. This setback requirement shall not apply where such equipment shall be located adjacent to a neighboring garage, storage or utility area, or other similar equipment. It is the intent of this provision to require placement of such equipment in a location that does not unreasonably disturb neighbors. This requirement shall apply to such equipment lawfully installed prior to the effective date of these Land Development Regulations. As an upside to the added expense of this alternative, keep in mind that removal of the internal spiral staircase and addition of an external elevator shaft would increase the livable area of each floor by approximately fifty (50) square feet, and the roof -top deck would be increased by same is area as well. • SUBSTANDARD LOT: In regards to the lot itself, it has been determined that most likely the subject property was created from an illegal lot split, and aside from the vested rights described above and related to the legally constructed garage and the legally constructed single - family residence currently located on the subject property, the lot itself has no vested rights. Section 24- 85(b)(1) -(4), regarding nonconforming lots of record, provides the basis of this interpretation: NONCONFORMING LOTS OF RECORD (1) Where a lot or parcel of land has a lot area or frontage that does not conform with the requirements of the zoning district in which it is located, but was a / sally established and documented lot of record prior to the adoption of this Code or previous codes and applicable City of Atlantic Beach ordinances, such lot or parcel of land may be used for one single - family dwelling in any residential zoning district, provided the minimum yard requirements for that residential zoning district are maintained, or provided that the owner of said lot has obtained a variance from the Community Development Board, in accordance with the requirements of Section 24 -64 of this Chapter. (2) In any zoning district, on a l aal/y established and documented nonconforming that existed prior to the initial effective date of these Land Development Regulations, a structure may be expanded or enlarged provided such expansion or enlargement complies with other provisions of this Chapter, including yard requirements, or with the terms of a valid variance. (3) After the initial effective date of these Land Development Regulations, no single family, townhouse, two-family (duplex) or multi family structure shall be allowed on a single-family residential lot or a combination of such lots unless the total lot area proposed for development complies with the regulations as set forth within this Chapter and with the density limitations DOVR -ZVL 338 2 ND STREET JOHN OWALLEY (REALTOR) JANUARY 6, 2012 Page 7 of 7 as set forth within the Comprehensive Plan, unless otherwise exempted in preceding paragraph (1) or in accordance with a valid unexpired vesting determination. (4) After the initial effective date of these Land Development Regulations, no lot or parcel in any zoning district shall be divided to create a lot with an area or width below the requirements of this Chapter and the Comprehensive Plan. I hope you find this information helpful, and if after review, you have questions or would like to discuss any of the contents of this letter further, please feel free to call, email or drop by. Sincerely, Erika Hall Principal Planner 1 t L MINUTES OF MEETING OF THE COMMUNITY DEVELOPMENT BOARD OF THE CITY OF ATLANTIC BEACH, FLORIDA September 19, 1859" -2a 7:00 P.M. CITY HALL PRESENT Don Wolfson Pat Pillmore Craig Burkhart Sam Jacobson AND George Worley, II, CD Director Pat Harris, Recording Secretary ABSENT Robert Frohwein Mary Walker Chairman Don Wolfson called the meeting to order and asked for approval of the minutes from the meeting held on August 15, 2000. On motion made and seconded the minutes were approve. 1. Application for Ilse -by- Exception filed by Harvey K. Warnock to operate a contractor's office at his residence located at 1812 Sea Oats Drive. Mr. Wamock introduced himself and explained that he is a state certified general contractor and desired to operate the office functions of the business from his home. He stated that he had an additional business office in Jacksonville. . After discussion, Ms. Pillmore moved to recommend approval of the use -by- exception with the strict application of the conditions listed in Section 24- 159(a) and that it be granted to the applicant only and for this location only. Mr. Burkhart seconded the motion and it passed unanimously. 11. Application for Variance filed by William L. Paulk to allow construction of a 3 -story residence to an existing nonconforming structure located at 336 Second Street. - Mr. Paulk introduced himself and stated that the owner, Leslie S. Frye, is his uncle and they desired to construct an addition onto the existing residence creating a second dwelling unit for his uncle. The existing structure is nonconforming in its side yard as it does not meet the combined 15 -foot requirement. He stated that the new addition is to be �,. three stories with a separate entrance through an existing breeze way. He added that the addition will meet all required setbacks and height requirements. r After discussion, Mr. Burkhart moved to grant the variance and Mr. Jacobson seconded the motion. After further discussion and addressing issues regarding parking spaces and construction specifications, the board voted unanimously to grant the variance. Staff updated board on joint workshop issues and the actions taken. There being no further business to come before the board the meeting was adjoumed. SIGNED --------------- -- - -- ATTEST_ ---- -_ - - - - - - - -- CITY OF ATLANTIC BEACH COMMUNITY DEVELOPMENT BOARD STAFF REPORT MEETING DATE: September 19, 2000 AGENDA ITEM: # 4. a. Application for Use -by- Exception to operate a general Contractors office as a Home Occupation at 1812 Sea Oats Drive. The applicant is a licensed general contractor desiring to operate the office functions of his business out of his home. He specifies in his application that no public will visit his home. Apparently the applicant operated similar business here in the past. Business offices for contractors have been approved as Home Occupations by the Board in the past. The Board has emphasized the strict application of the requirements of Section 24 -159 as a condition of those past approvals. Staff recommends approval of this Use-by-Exception with the strict application of the conditions listed in Section 24- 159(a) and that it be granted to the applicant only and for this location on1X AGENDA ITEM: # 4. b. Application for Variance to construct an addition onto an existing nonconforming residence at 336 Second Street, on property zoned RG -1. The applicant desires to construct an addition onto the existing single- family residence to create a second dwelling unit. The existing residence is nonconforming in its side yard setbacks in that it does not meet the combined 15 foot requirement. The applicant proposes to construct an addition onto the west rear side of the existing structure. The addition is to be three stories with a separate entrance through an existing breeze way. The proposed addition meets all required setbacks and height limits. This proposed addition will meet the setback requirements and is, in fact, setback an additional foot. The garage and driveway will accommodate the require four parking places. Considering the compliance of the proposed addition and the nature of the existing nonconformance, Staff recommends approval of the requested Variance i i HU6 -2000 11:01R FROM: 24Y-58Q5 ff 13 P"t� �, „ " VE 2000 PL TIO FOR VARIANCE City of Allontic Beach Ilk iding and Zoning NEXT MEE'CING DATE: 9- 1-1 -067 FI LING DEADLINE: 1 - r ; ' .6 7 0 PLEASE TYPE OR PRINT IN INK APPL:I:CATION FEE $75.00 TO REQUEST A VARIANCE FROM THE REGULATIONS INDICATED HEREIN, THE APPLICANT MUST SHOW THAT THERE ARE UNNECESSARY HARDSHIPS IN CARRYING OUT THE STRICT LETTER OF THE CODE. Applicants Name Owners Name - 7 .1 I; 214 12 4;r 3771• Address Address Aft A"e 1 ACA 1 32 33 A11 AN - h C. t5VA C- t r1.. 3-10433 City, State, Zip City, State, Zip Telephone: qo - Z41 - 4&iep Telephone: q 1. 4 0 1'JrNO Street address and legal description of subject property: Note: Copy of deed and survey or plot plan indicating proposed construction must be attached. 3 2►JP ST �►-t-�.,aN•ri 1� L.Or 1 1 A04.1? ' I fit' %2 OF LET 13 C3�.oGK 3 ;49PJV144�W4 "A Zoning classification of property: Section of code from which variance is sought: !SV4G 24 - SS JNor4 - e.- r s ► w-,- t Describe variance requested: C t T5V1LLr--4Nz0'5- A L LOW 6a+57 A SVES Dwz2r-- — hj-� 1 c, l� No►3 wti '�E' � 1 ;�;' , New S'n2ve.`tv2•15 wi i-L. - �T*A -xsS. AtrAe,1 ^r, tv `tNv jpApe.,,Two HvvS tom( 404y -- a. -M> VJAW4,. upporting data which should be considered by Board: �� U �t1 lLt�lws - t�• �tt�' �LPrr� IN FILING THIS APPLICATION FOR VARIANCE, THE UNDERSIGNED UNDERSTANDS IT BECOMES A PART OF THE OFFICIAL RECORDS OF THE CITY AND DOES HEREBY CERTIFY THAT ALL INFORMATION CONTAINED HEREIN IS TRUE TO THE BEST OF HIS /HER KNOWLEDGE. Si nature of Pro rty 0 er (required for processing) AUG 31 '00 10:49 247 -5845 PAGE 0? MAP SHOWING' BOUNDARY UNDARY .SURVEY 01 LOT 11 AND THE EAST 1/2 OF LOT 13, BLOCK 3 SUBDIVISION "A ", ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: NILl,__Y�1UI,K . SECOND STREET (40' RIGHT OF WAY) - CENTtRI OF d,'t': EIiGE OF PnV6ACNT SEWER . - TELlP . 1 j IS� MANHOLE I RISER ORM 1 I NO YAP 7 5.00 ' OU ALSO FO 112" ;H�_'N J.2T' STHERL'1 FO %, I "R ON I • •i �+ � 1 -P- 11 PALM So.oG � '�` LLI No : 250.UU' - -- 13" ;AI Pr oa J i BE NCH MARK 9 � Q SET X -CUT ON O J G •� EDGE OF DRIVE G ' 0 01, 0 �- 0 0 EL. (H.50) _ (n O • I v./ Q 1- !0 0 O E I� M I I 13- PINE d U x I• , Q I • �• • r-• =}__ A PRICK ' =TENS 11-� 72"U A,I( Z I .. -BRICK %ND BL( PLANTER I I i 41 1' I. 1 )vERED LNTRr 5.2 I1 STORY CONCRETE BLOCK N � � „ DWELLING #:536 #:536 � r - O - � ' \ I F!NISH ti -OOP 2 48) N w O I (= i•1 j ... I c) 1 0 I O a 1 N , 7 K ��.• �t I. _ o N ($ ; q I O 4' 41 r 7.1 O WELT ) N �f\ O 5.1 J^t•RETE STEP 0 e � I I i:,AK I C K 3 ? C T I 3- -- -- L O T I I I METAL SHED 00 I PAU•' 7.0' U I O O O ff, 0 I fi, I' I o� IG'awF I 0• ' 1 lT d C FD NO ' CAP - T > 7T- 0.9'• `T. 75.00 • I NO CAF L 0 T L 0 T 1 4 �i L O T 1 2 L O T NOTES: 1. ELEVA ONS SHOWN THUS: (12.00) REFER TO NATIONAL GEODETIC VERTICAL DATUM. 2. NORTH ARROW SHOWN IS AN APPROXIMATION ONLY. TRUE . NORTH MAY VARY. 3. REFER •NCE BENCH MARK: FOUND RAILROAD SPIKE IN POWER POLE AT SE INTERSECTION OF SHERRY DRIVE AND FOURTH STREET. ELEVATION: (10.38) I HEREBY CERTIFY THAT 7:• +t5 SURVEY, PERFORMED ::NI)ER MY RESPON�BLE DIRE.,TION MEETS THE GEND. - - -- MINIMUM TE HNICAL STANDARDS F<,k LAND SURVEYORS IN ACCORDANCE MT11 C.'HAPT'ER 6i'. ! 7 - FLORIDA ; ■ 1�9JND CONCRETE MONUMEN ADMINISTRATIVE 000E (P URSUAN' To SE%'9ON 472 (: C ;TATUTCS), AND FLIRTFIE� CERTIFY THAT • 1!2' FOUND IRON THERE ARE NO VI`:IBI.F. FNCR4ACi0AFNT'. UPON THE SUBJCC;1 PROPFa'Y EXCEPT AS 5H0W'_ 12''SET IRON - IA 1'04 , @.R.L BUILDING RESTRIC ^.GN LINE I !J CENTRAL ANGLE NQ HE LOT ';1JRVF'(E:D �'ERECIN APPEARS ") LIE MTHIN FLOO 'D CLARSON AND ASSOCIATES INC. 1; L A '. � � ARC '[NC T" ZONE X" nS �T.ALEO FROM THE FLOOD INSURANCE RATE 1Ti43 NALDO AVE., JACK__)NVILLE. ;L., 3'2207 II , 7i CiCR[- MAPS, COMM NIT'Y PANEL ` '200`7 OU70 E DAIFD 5-•15 -8y. Ij ✓.0 , POINT (1F CURVATURE ' P0047 (Y ?ANCEkCf �� j FU. FOUND SURVEYE NOVE MBER 4 '2 1999. ,�, r .�C •_ ,ff R/W 10CMT - OF - WAY SCALE 1 = R.EtAS'ERC ,URVEYOR NO. 4487, FLORIDA I; A TIF" 10 FACE I - -c 4' CH A,N IJNK FEN( ;E FIELD BOOK 536 -__ PAGE ._ -6 _ JOSE A. HILL JR. I' W;nP TO FACE OVERT +EAO f+OWFR LINE SURVE" N01 oALID WITHOUT. EMBOSSED SURVEYORS SEAL W J 47 II THE FINANCIAL NEWS STATUTORY WARRANTY PEEP JACKSONVILLE, FLA. Made this 10th' day of July , A. D. 19 50 BETWEEN Claudia E. Williams, unmarried of they County of Duval' , State of Florida , part y of the first part, and Leslie S. Frye and Marye F. Frye, his Rife, mail address 578 Beach Ave., Atlantic Beach, Fla* of the! County of Duval , State of Florida , part ie8 of the second part, WVITNESSETH: that the said part y of the first part, for and in consideration of the sum of Ten -- --- __ __ - - - -- Dollars, to her in hand paid by the said part ieS� of the second part, the receipt whereof is hereby ac- knowledged, has granted, bargained and sold to the said part i es of the second part, their heirs and assigns forever, the following described land, situate, lying and being! in the County of Duvaa ,State of Florida, to wit: Lot 9 and E. J Lot 11, &Lock 3, :.Atlantic Beach according to P1861 Book 5, Page 69 of the Current Public Records of Duval County, Florida. ? �s � ? '� Res �� , ., ., .... _ ... _ i " � ` _ J,- - ` ( • OR�O •,' p O '+ 'y � � Y And the said part y of the first part do es hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. In Witness Whereof, the said part y of the first part ha 3 hereunto set her ha and seal the day and year first above written. 4 gnO and Sealed O ce: ✓�" ""�`"" �' Lvc �� SEAL -- ----------------------- - - - - -- -- —• - -- ---------------------- - - - - -- --- - - - - -- - - -- -SEAL - - - = - - -- l ----- - - - - -- - -- -- - - - -- --- - - - - -- - - -- - -SEAL -------------------- - - - - -- --------- - - - - -- --SEAL STATE OF -------- Florb d&------------------------ COUNTY OF----- - Duval ---------------------- - - - - -} ss. 1 efore me personally appeared____'___ �dj$_- ` yyj i �-- L1YliAa�Y 'j8d---------------- - - - - -- and------------------------------------- - - - - -- -- -- - -- - - - - - - -- -- . , his wife, to me well known and known to me to be the individual described in and who executed the foregoing instrument, and acknowl- edged to and before me that executed the same for the purposes therein expressed. WITNESS my hand and official seal this-- 10 th _d f-- ------ - --- -- -- ly ---------- - - - - -, 19-5 at------ - - - - - -- Duval r � County and State aforesaid. Notary Public in and for - the Cbunty and tate Aforesaid i ' J t%�y 1�; lulu My coninvsuon explr� ; M ay 24 1 .953 r� JUL 12 12 zs PIi P11 tr• f . •' �,,,�<" PILED AND RECORDED 01 PUBLIC `� ��•/' r`' ��,r y f �F RECORDS DF DUVAICOWITY, FI.AA i 8OoK AND ME N0TED�A r . t ,Y CLCliK C:RCQ1T COURT A ` LOT 11 AND THE EAST 1/2 OF LOT 13, BLOCK 3 SUBDIVISION "A", ATLANTIC BEACH AS Rf-CORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, F:-ORID R: HILL SECOND STREET R IGH1 OF WAY) NO YAP 75 .00 Al FO 112- 1 _ T .0 FO 1/2" !Rot4 SOUTHERLY EDGE OF OR[ 00. o 1-1 PLAVEP lu STORY CONCRETE BLOCK DWELLING #336 0 L3 L 0 T FD Fo 1/2' I ELEVATIONS SHOWN THUS: (12.00) REFER TO NATIONAL GEODETIC VER DATUM. 2. NORTH ARROW SHOWN IS AN APPROXIMATION ONLY, TRUE NORTH MAY VARY. 3. REFERENCE BENCH MARK: FOUND RAILROAD SPIKE IN POWER POLE AT SE INTERSECTION OF SHERRY DRIVE AND! FOURTH STREET. ELEVA71ON: (10,38) I HEREBY CERTIF THAT THIS SIJl PERFORMED I.-NI)i M'( RESPONSIBLE DIRECTION MEETS T�-iE LEGEND: MIN!MUV1 I TECriNICAL `,TAl FOR L0411) S URVi IN ACCORDANCE W.Ttl 01APTER 611".!/- 6 FLORIDA (>N 47202:. FLORIDA �JAR)Tl ANO FURT1 Cl THAT 1 1/2' FOUNo IRON THERE A�F No vl FNCRNoACk4Ml OPON THIF SII.Rjj'(1 PROPFRrY EXCl AS S.HOWN '�2' Sl IRON -- tP '�4 AS ' f.ALf.0 PROV THE F 00 INSURAN(,E RATE 164.1 NALDO AYE, JA(1<S0l FL., 32207 L ARC Li P,C PONT ()F LURIIATUIII REo'S'EREf?.URVEYOR NO. 4487, FLORIDA '111 10 FACS JOSE A. HILL JR. W/TIES TO FACE _ V A L IP ' | � � | MAP SHOWIN(.T BOUNDARY . LTRVEY OF LOT 11 AND THE EAST 1/2 OF LOT 13, BLOCK 3 SUBDIVISION "A ", ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVA, COI:NTY, FLORIDA. F0 R: HILL. Y �L ?1.,K SECOND STREET (40' RIGHT OF .VAY) .i SEWER E:;GF rF na' ✓F ,E',N- VANHOLE t.. N rF " FD 1 /2' JR N r 75 .0 0 f AL `AP .. ALSO. FD '; 2' 0.2' SOUtHERUT Nu JAF 50.00 Lu 50.00' > . BENCH 90 Q Q G SET X--CUT ON b 0 EDGE OF DRIVE OO • (� ' .S'FnaE � � r • U �Y I t I:T) T 1W��IlirV '� •� I •� ,• BR!(.r: n.NU RlrltX V•: 4� Tr •u t ' ' t • '� 41 j •:04RED ENTRY 1 . 3 , l 1 STORY CONCRETE BLOCK 0 , DWELLING #336 ' I 0 �Z � �', K ry I s_ p�Is - tom Ez�Yh.4�N O I wI O ,r 0 i 5.2 s. GOV j7 O WA1�Kw�►�f � ` I r" it 3 St'oR'f i B I l -- —' L Cl sicel o' I's1rr�►�►c ' � n w L CO' I �O 19 0 FO i t n NO C,AF- 50,00 N r•. L D T l O 1 4 II L 0 T 1 2 I O T � b A t U NOTFS: (� ` LAY,4 1, ELEVATIONS SFIOWN THUS: (12.00) REFER TO NATIONAL GEODETIC VERTICAL DATUM. 2. NORTH ARROW SHOWN IS AN APPROXIMATION ONLY. TRUE NORTH MAY VARY- 3. REFERENCE BENCH MARK: FOUND RAILROAD SPIKE IN POWER POLE AT SE INTERSECTION OF ;HFRRY DRIVE AND FOURTH STREET. ELEVATION: (10.38) HEREBY CERI Y - ,!,AT YJRVEY, f'FRFORMED '.N )ER MY RCNPQFI�Hi_E iuIRE TIO ^+ MEC'� T4E _ LEGEND: _ A�IN!UUM lE f'� +NIGH. `.TAW)Awi ! - V4D '.,URVFYOPN; IN A';f R0AN(:E r11T:i C.IiAl 61;,' / - FL')NIDA � N( CcR4CPE7 A010INIStFIAT!'VE 'OI,F it IJR fv.;A r ' '.iE('TON 472 027. r LON!f'4 ;iTATUTE`,), ANF RTiIER CENTIFY FIIAT ! • 1 2' i 00 C IRON TIlFRE Aft . Nn VrWik F FNC +?ACNMF'a r IJPCIN THE Sllfl.)E'('I PRO PFRTY E X&P7 A 0 it' 1*1 IKl4 - " '04 j N.N,.� iU4.�!vG RE�*RIC• ^.4 L!"iE NOTE: AV, rHE .L0 ;UP.VETr 'EREJN '.; OCA.RS •'1 LIE MTHIN FLOr!D CLARSM AND ASSCOATES, IN 11 R 71)NE _ x AS CO FRO' T -'E FL000 IN R i'AN(.E. 4A'[ 1643 NAI_DC JAC FL 32107 ` ARC (- EN(I•. 1 r jl rAAf ; (:.M UNIT! PANEL N J 2'10 - - _ )U70 E DA'FG r3 -8v. h n; -101kC u,c 'OIhT ,x. ;;�,RVA', -f Jl "'= . -_ R • h' :'K . ?ANC I� . SURVEYED NO VEMBER 4 2 1999. ¢. . I' r+ . r ouno � way j SCALE: : E URVFYnk NO. 4487. Ft-OP!r)A /f !F • *;' �ArT FIELD BOOK 536 PAGE h (! ( PAN :.NK FE% -- — -- JOSE: A. HILL. JR. I' -*/TIES Tr, c.ACT NCii VALID )MTHOUT f'MF30£.: F'fJ SURVFY;)RS SEAL II OVT hEAO :' :,Wr "4r Property Appraiser - Property Details Page 1 of 1 PAULK PAMELA HOWELL Primary Site Address Official Record Book /Page Tile * PO BOX 630412 338 2ND ST 09926 -01568 9416 HOUSTON, TX 77263 -0412 Atlantic Beach FL 32233 338 2ND ST Property Detail __.. ........ . _. ......._ _..__. _. _ Value Summa ry RE # 169764-0050 _ 2012 Certified In Progress _._— _ Value Method CAMA CAMA Tax District USD3 _ —_ . .... Total Building Value $110 126.00 $108,932.00 Prgpertv Use 0100 SINGLE FAMILY - — - _ _ ...._ _ _... __. Extra Feature Value 1 $0.00 $0.00 # of Buildings 1 -• Land Value (Market) $98,000.00 $98,000.00 5 -69 16- 2S -29E .07 Legal Desc. ATLANTIC BEACH Land Value (Agri.) $0.00 $0.00 - -..... — -- .....__ ........... .._ Sl,ibdivisiorn 03101 ATLANTIC BEACH Just (Market) Value $208,126.00 $206,932.00 .—.. - ....�.-- Total Area 3443 Assessed Value $208,126.00 $206,932.00 The sale of this property may result in higher property taxes. For more information go Cap Dl f /Portability Amt $0.00 / $0 00 ; $0.0 / $ to Save Our Homes and our Prooertv Tax Estimator . Property values, exemptions and Exam ns 1 $0.00 See below other information listed as'In Progress' are subject to change. These numbers are - -- part of the 2013 working tax roll and will not be certified until October. Learn how the _ __ ,,,, Taxable Value I $20 8,126 00 See below Property Aooraiser's Office values orooerty. Taxable Values and Exemptions — In Progress If there are no exemptions applicable to a taxing authority, the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value SJRWMD /FIND Taxable Value School Taxable Value No applicable exemptions No applicable exemptions No applicable exemptions Sales Histo Book /Page Sale Date Sale Price Deed Instrument Type Code Qualified(Ungpalified Vacant /Improved 09926 -01568 j 1/18/2001 $100.00 WD - Warranty Deed Unqualified Improved Extra Features No data found for this section Land & Legal Land Legal Land ILand LN Legal Description LN i Code Use Description Zoning Front Depth Category Land Type Units Value E 1 5 -69 16-2S-29E .07 RES LD 3 -7 UNITS PER Front 1 0100 AC ARG 1 25.00 3 130.00E Common 25.00 Footage $98,000.00 2 ATLANTIC BEACH 3 W 1.20FT LOT 11,E1/2 LOT 13 E BLK 3 Buildings Building 1 Building 1 Site Address Element Code; Detail 336 2ND ST At antic Beach FL 32233 Exterior Wall 17 17 C.B. Stucco ! Roofing Structure 1 1 Flat uilding Type 0104 - SFR 3 STORY SOH Roofing Cover 4 4 Built Up or T & G F� F�� F� Y ear Bui lt 2003 I Interior Wall 5 5 Drywall BAs s °� FUA �, L'� A 3 Building Value $108,932.00 Int Flooring 12 12 Hardwood I___, LJ Int Flooring 11 11Ceramic Clay Tile Gross j Heated Effective Heating Fuel 4 4 Electric Area Area Area Heating Type 4 4 Forced -Ducted I ............. .... ...... _- - - - -.- Wished upper J 510 510 484 Air Conditioning 3 3 Central ory 1 Wished upper 510 510 484 [ ory 1 Element Code Ease Area 510 510 510 Stories 3.000 (!.. tal 1530 1530 1478 Bedrooms 1.000 Baths 1.500 Rooms /Units 1.000 N tice of Pro osed ProgeEW Taxes Truth in Milla a Notice faxing District Assessed Value Exemptions Taxable Value Last Year Proposed Rolled -back http: / /apps.coj. net /pao _propertySearch /Basic /Detail.aspx ?RE= 1697640050 10/15/2012 CITY OF ATLANTIC BEACH sue' 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 I Application Number . . . . . 06- 00033917 Date 9/15/06 Property Address . . . . . . 336 2ND ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ------------------------------------------------------ Application desc TEMP POLE ------------------------ -------------------------------------- Owner Contractor - - - -- ------------------------ ------------ - - - - -- BYRD KNIGHT ELECTRIC LLC 13997 -4 BEACH BLVD ATLANTIC BEACH FL 3 JACKSONVILLE FL 32246 (904) 247 -9884 -------------- ---- - - - - -- ------r------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . 3/14/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 ' II i it PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. I CITY OF ATLANTIC BEACH rt� 800 SEMINOLE ROAD UF . , ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number . . . . . 06- 00033918 Date 9/15/06 Property Address . . . . . . 336 2ND ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---+--------------------'--------------------------------------------------- Application desc NEW SERVICE 200 AM ES 240 VOLT ------------------------ --------------------------------------------------- Owner Contractor ------------------------ ------------------------ BYRD KNIGHT ELECTRIC LLC 1, 13997 -4 BEACH BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 247 -9884 ------------------ - - - - -- --------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 105.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/14/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- Permit Fee Total 105.00 105.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 105.00 105.00 .00 .00 I I I PERb(IT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. I F-- - I ry OV FR6W 1 cs NO. KVA NO. KVA — Tra nsfozm e —a No.Neon Transt ! I Fa. Si - - --� f Miscellaneous — SG) ` ilec 800 Seminole Road • Atlantic Beacb, Florida 32233 -5415 Phone: (904) 247 -5800. Fax: (904) 247 -5845 • tM1 /www aWntic IxacA.fl.U% Revised t:04 I SiBS- Lb2-i0G nH 4oeag of , 4uelzb 3o R120 d00 =Z0 90 iE Uer J p0 -'mm �g O O WN j O1 �LAA W N w 0 W m O> o m v' W�m � �� a a 01 0 z �..— n Q �. m s - 9 C .. .� �" u ° o'? m3� a tea o0R a z -� t ; c tic �`° C ;5 o N o a 3 0 — s ,� m ..N v� 3 c ?m a °� m o o a m o � S . N� m� W � rt z z ° o © CA) W 0 0�0 ��3� rn m v,� o N v O CD CL Q m z v O ��NW, C 0 CL (D e > > m v,M m .. .. "0 - Fn O- m z D = 0 0 0� a m l 0 � CL (D o - m 'O $ 2 v O vo0) D n 00 - n m m o c. 00) 3 r 3 wo w�vN n z 'a ,� oo Z CL �� a W ? -- 3 °�'� �n D T .o. y cm� Qom 2 M v Q uo v moon m 3 _ os ?a � z y CJ) 0 CA �' w N o v 3 o = D O CO) to Q f = aa W � Z (O �Q z n °,9. 3 0 ,�, �� .3 I a m o. fiL �� (Door o <g, ��oa o 01 Q m 3 @ p � m 3 � _ � p �m'f�D m3 Q o, � m= o, cpom m o' co �D►mm C = me C o-, m =� m <Na ma 0 =oo aci N v, �= o 3 i m -� w O w C CL A N O O O Q" t�71 NNN �p �C z m n C. '0 zms zoo z - AOI"Zmz v n v O O' a: O jp COODV0 CA -41 CL mmm m7Cm Om -Ucm p <> C - 0 D m a r �o -I= 2 a0Cmc9 tO 5 2 c '' �� xx'o c c�- = m Onc = x '11 �'� Q 0) m Q m rn n z -4 co m m r - o' �' - �- 0 M M v = c �� z Cl) �G) =r fD 3 0— (A ��iy o � N� m m a ? v 0 m e m co O co m r 0 03 c y C N o N Cr � '2 3 D w o mm ° u► m m = m �, o_ m 3 o � n w 0 0 93 Co c � � c Q. c m o (A � O w Et � v � ° �o c n CD 7 CA w b' =r o Q c o co 5 � - d m 3 0 3 x m 3 N 3 M O C < m( N C 7 c c o CO Q /* N CNp =r C N C7 > > Ch W N O C C7 m c U O CO) CA Q A A CD 0 CO A A C W W t0 90 N O m Plo�da building lode Online Page 2 of 3 FILE COPY Referenced Standard and Year (of Standard Standard) ANSI /AAMA /NWWDA 101 /I.S.2 ASTM E -1300 ASTM E -1886 ASTM E -1996 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 03/10/2006 Date Validated 03/10/2006 Date Pending FBC Approval 03/13/2006 Date Approved 03/21/2006 Summary of Products FL # Model, Number or Name IlDescription 4435.1 SH -400 (Non - Impact) Vinyl Single Hu Windo%A Limits of Use Certification Agency Ce Approved for use in HVHZ: No FL4435_R2 C_CAC SH41 Approved for use outside HVHZ: Yes Installation Instruction Impact Resistant: No FL4435_R2_II_400 -_500- Design Pressure: N/A DesignPressureCharts._pdf Other: Rating is H -R60 52.125x75 (actual FL4435_R2 II_SH400 -FT window buck size). Please see attached Design Verified By: Lucas A. Tur Pressure Charts for allowable pressures at various product sizes. Please see test report FTL- 4581 for other product description and test on. 4435.2 SH-500 (Impact) WinGuard Vinyl Sin Hu w 4 — Lifflits of Use Certification Agency Ce Approved for use in HVHZ: No FL4435 R -2 C CAC SH51 Approved for use outside HVHZ: Yes FL4435 5 R2 C_CAC SH51 Impact Resistant: Yes FL4435 R2 C C SH51 Design Pressure: N/A F2 C_CAC_SH5- Other: Impact Resistant, Missile Level D (9.0 Ib Installaion Instruction 2x4 traveling at 50 f /s). Rating is H -R60 FL4435_R2_II_400-500- 52.125x75 (actual window buck size). Please see DesignPressureCharts.Ddf attached Design Pressure Charts for allowable FL4435 R II SHSO0 -FT pressures at various product sizes. Please see FL4435 R2 II SHSO0_ -FT test reports FTL -4586, 4587, 4828, and 4833 for FL4435 R I I_SHSO0_ -FT other product description and test information. FL4435 R2 II S -FT. I htt : / /Nvww.floridahui1ding.org /pr /pr app dtl. aspx? raram= wCYFVXQvADgsAxf7,jOdgrdf,... 8/24/1006 Floilda. Building Code Online Page 3 of 3 14438.3 1 PW -420 (Non- Impac (Vinyl Fixed Window Limits of Use Certification Agency Ce Approved for use in HVHZ: No FL44 R3 C CAC P W4 Approved for use outside HVHZ: Yes Installation Instruction Impact Resistant: No FL R3 I 420 -520- Design Pressure: N/A D_ esig_ nPressureCharts.pdf Other: Rating is F -C80 96x60 (actual window FL443 R3 II PW420 —F1 buck size). Please see attached Design Pressure Verified By: Lucas A. Tur Charts for allowable pressures at various product sizes. Please see test report FTL -4549 for other duct description and test information. 1 1 4438.4 PW -520 (Impact) WinGuard Vinyl Fixed Win Limits of Use Certification Agency Ce Approved for use in HVHZ: No FL443 R3 C CAC PW5 Approved for use outside HVHZ: Yes FL44 R3 C CAC P W5 Impact Resistant: Yes FL44 R3 C CAC PW5 Design Pressure: N/A FL443 R3 C CAC PW5 Other: Impact Resistant, Missile Level D (9.0 lb FL44 R 3 C CAC PW5 2x4 traveling at 50 f /s). Rating sizes below are FL4438 R3_C_CA_C PW5 actual window buck size. Ratings are F -C80 Installation Instruction 96x60 with SGP interlayer, F -C80 75x52.125 FL44 R3 II 420-520 - with PVB interlayer and Heat Strengthened Des ignPressureCharts.pdf glass, and F -C80 48x62 with PVB interlayer and FL44 R3 II PW520 -F1 Annealed glass. Please see attached Design FL44 R3 II PW520 -F1 Pressure Charts for allowable pressures at FL 4438 R3 II PW520 -F1 various product sizes. Please see test reports FL 4438 R3 II PW520 -F 1 FTL -4548, 4550, 4829, and 4834 for other Verified By: Lucas A. Tur product description and test information. 1. Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Suncom 277 -1824, Fax (850) 414 -8436 p 2000 -2005 The State of Florida. All rights reserved. copyright and Discl, Product Approval Accepts: ® eCheck Bob htt)://www.floridabuilding.org/pr/pr app dtl.aspx? param= wGF,VXQwtDgsAxf7,iOd8rdH... 8 /24/2006 Quality Accuiucy Assurunce Fenestration Testing Laboratory, Inc. 1677 West 31st Place Hialeah. FL 33012 Phone: 305/819 -7877 Fax 305/8I9-7998 e -mail: ftldadegaol.com www.ffl-inc.com Lab. Number 4586 April 8, 2005 Report Number 20 File Number 05 -116 Page 1 of 5 D -7008 OFFICIAL TEST REPORT MANUFACTURER: P.G.T. Industries SPECIFICATIONS: ASTM E 1996 -02 & 1996-04 ADDRESS: 1070TechnologyDrive ACTME 1886 -02 & 1886 04 Nokomis, Florida 34275 DESCREMON OF UNIT Unh's A -I & A -3; Model Designation: SH -500; Vinyl Single Hung Window Overall Size: 4' 4 1/8" (52 1 /8 ") by 6'3 ( 75 ") high by 3.250" deep Configuration: O/X No. & Size of Vents: One extruded vinyl vent, 4' V (49 ") by 3' 1 1/4" (37 1/4 ") high MATERIAL CHARACTERISTICS Frame Construction: White vinyl test unit has a nail 1 Mf=e, 55 3/8" by 781/4" high overall. Frame comers have mitered welded joints. Fixed meeting rail at each end wwu fastened with two No. 6 by 2" pan head sheet metal screws. Frame sill has a 2.784" overall interior sill flange. Size of frame members are as follows: frame head and frame jamb 1.500" by 3.250" by 1 -375" by 2.000 "; fratrte sill 2.784" by 3.250" by 1.375" by 2.000 "; fixed meeting rail 1.190" by 1.835" by 1.440" by 1.210" by 0.062" wall thickness, Frame memhem are hollow extrusions with typical wall thicknesses Of 0.060" except were noted. Vent Construction: Vents have mitered welded joints and a white coated finish. Size of rails are as follows: top rail 1.160" by 1.647" by L410" by 1.022'; bottom rail 1.425" by 1.910" by 1.647 "; jamb rails 1.005" by 1.647" by 1.160" by 1.022 ". Vent mcmbeis arc Lullow extrusions with typical wall thicknesses of 0.065 ". Glazing: Material:*0140" overall insulated glass with *0.340" overall laminated glass using one lite of 1 /8" * (0.125 ") heat strengthened glass on the interior and one lite of t /g" *(0.125 ") annealed glass on t4u exterior with an 0,090" inner layer film, Dupont Butacite PVB, between the two lites ofglass laminated by P.G.'r. Glass Plant, and one lite of 1/8" "(0.125 ") heat strengthened glass on the exterior with *0. 375" air space, AS -S, between the interior and exterior glass. Method: Unit is exterior glazed with 0.500" glazing penetration using a black colored silicone and a semi -rigid vinyl glazing bead. Daylight Opening: Clear opening of vent, 45 3/4" by 33 3/4" high; fixed lite, 48" by 33 3/4" high. Weatherstripping: E S ingle scri tion Locat ion w pile with integral plastic fin at vent jamb rail and vent bottom rail on the interior and exterior w - Rile with integral plastic fin at vent to ►ail Hardware: uanti Descri Lion Location Two surface uLUEUrL Enetallie cam lock, with no 1,T). at vent top rail, 7" from each end Two plastic night latch lock, with no I.D. inarks one at each end of vent top rail Four s iral balances with no 1. D. marks two at each frame i amb Nate: "* "designates measurements by laboratory 4- THIS REPORT IS SVBMfTTED I THE EXCLUS'VE USE OF THE CLIENT 10 WHOM IT IS ADDRESSED. ITS APPLICATION IS ONLY TO THE SAMPLE TESTED AND IS NOT NECESSARILY INDICA OF TIE OUWITS OF APPARENTLY SIMILAR OR IDENTOCAL PRODUCTS. PUBLICATION OF STATEMENTG, CONCLUSIONS Oa EXTRACTS FROM OD REGARnING DUN HFPDRTS. OR OF ANY OF OJR SEALS 09 INSIGNIA NITHoUT CILIA EXPRESS PERMISSION, IS,KWiaTEV. 1 Lab. Number 4586 April 8, 2005 Report Number 20 File Number 05-116 Page 2 of 5 D -7008 MATERIAL CHARACTERISTICS Hardware: (continued) ntity Description Location Two surface mount metallic keeper, with no I.D. marks one at fixed meeting rail, 7" from each end Two 33 3/4" long vinyl balance cover, with no 1. D. marks one at each frame jamb Two metallic pivot bar, with no I.D. marks one at each end of vent bottom rail Two 2 5/8" long vinyl vent stop, with no I.D. marks at each upper frame jamb Two nylon block shoe cli , with no I.D. marks one at each frame 'amb Weepholes: antity Descrip Locarfon Four i" by 1/4" weep hole with plastic baffles at frame sill 3 = /z ", 5 ", 48 %" and 49 3/4" Four 318" by 1/8" weep slot at frame sill, 3 'h" and 49 518" front left Two I" by 1 /8" weep slot at frame sill, 3 3/4" and 49 3/8" from left Muntins: None Mullions: None Reinforcement: One 33 3/4" long aluminum reinforcement, drawing No. 5114, inside vent jamb rail,(total of two) and one of the same except 45 314" long aluminum reinforcement inside vent top and bottom rail, (total of two), One 48" long aluminum reinforcement, drawing No 5103, inside fixed meeting rail. One' /? by 1/16" by I ' /z" long aluminum plate, drawing No. 5115, at each end of fixed meeting rail fastened with the same size and type of assembly screws. Sealants: Fixed meeting rail at each end were sealed with a clear colored seam sealer. Pads: None Screen: Water resistance test conducted with and without a fiberglass mesh screen installed. Additional Description: The metallic pivot bars were fastened with two No. 6 by I" flat head self drilling screws. Unit Installation: Test unit installed in a 2 x 12 pressure treated wood test buck with a 2 x 4 pressure treated buck strip. Frame installed with a single row of 1 /8" diameter by 1 'h" roofing nail at frame head, frame sill and frame jambs. Location of installation nails are as follows: fi head and flame sill from the left, 1518", 8 ",14'/ ", 21 ", 27 9/16 34 1/16 ", 40 9116 ", 47 1/16" and 53 5/8 "; frame jambs from the bottom, 15/8", 7 3/4 ", 14 ", 20 1/4 ", 26 ` /z ", 32 3/4 ", 39 ", 45 1/4 ", 51 `/2 ", 57 3/4 ", M ", 70 1/4" and 76 '/2 ". Product Markings: None Unit A - 4; Model Designation: SH•500; Vinyl Single Hung Window Overall Size: 4'5 3/8" (53 318 ") by 6' 4 1 /4" (76 1/4 ") high by 3.250" deep Configuration: O/X No. & Size of Vents: One extruded aluminum vent, 4' 1" (49 ") by 3' 1 1 14" (37 1 /4 ") high Frame Construction: White vinyl test unit has a flange type frame and a mitered welded joints. Fixed meeting rail at each and were fastened with two No. 6 by 2" pan head sheet metal screws. Frame sill has a 2.784" overall interior sill flange. Size of frame members are as follows: frame head and ft jamb 1.500" by 3.250" by 1.375" by 2.000"; dame sill 2.784" by 3.250" by 1.375" by 2.000 "; fixed meeting rail 1.190" by 1.835" by 1.440" by 1.210" by 0.062" wall thickness. Frame members are hollow extrusions with typical wall thicknesses of 0.060" except were noted. Vent Construction: Vents have mitered welded joints and a white coated finish. Size of rails are as follows: top rail 1.160" by 1.647" by 1.410" by 1.022 "; bottom rail 1.425" by 1.910" by 1.647'; jamb rails 1.005" by 1.647" by 1.160" by 1.022 ". Vent members are hollow extrusions with typical wall thicknesses of 0.065 ". ��44e� 9 14i- of � 1 1 Lab. Number 4586 April 8, 2005 Report Number 20 File Number 05 -116 Page 3 of 5 D -7008 MATERIAL CHARACTERISTICS (continued) Glazing: Material: *0.840" overall insulated glass with *0.340" overall laminated glass using one lite of 1/8" *(0.125 ") heat strengthened glass on the interior and one lite of 1 /8" "(0.125 ") annealed glass on the exterior with an 0.090" inner layer film, Dupont Butacite PVB, between the two lites of glass laminated by P.G.T. Glass Plant, and one lite of 118" *(0.125 ") heat strengthened glass on the exterior with *0.375" air space, A5 -S, between the interior and exterior glass. Method. Unit is exterior glazed with 0.500" glazing penetration using a clear colored silicone and a semi -rigid vinyl glazing bead. Daylight Opening: Clear opening of vent, 45 3/4" by 33 3/4" high; fixed lite, 48" by 33 314" high. Weatherstripping: ity Description Location Single row pile with integral plastic fin at vent jamb rail and vent bottom rail on the interior and exterior Sin le row pile with inte plastic fin I at vent toR rail Hardware: anti Descri tion Location Two surface mount metallic keeper, with no T.D. marks one at fixed meeting rail, 7" from each end Two 33 3/4" long vinyl balance cover, with no 1. D. marks one at each li-arac jamb Two metallic pivot bar, with no I.D. marks one at each and of vent bottom rail Two 2 518" long vinyl vent stop, with no I.D. marks at each upper frame jamb Two nylon block shoe clip, with no I.D. marks one at each frame jamb Weepholes: Qu anary Luvul Four 1" by 1/4" weep hole with plastic; baffles at frame sill 3 '' /y ", 5 ", 48 ' /z" and 49 314" Four 3/8" by 1/8" wccp slot at frame sill, 3 '' /," and 49 5/8" from loft Two 1" by 1 /8" weep slot at frame sill 3 3/4" and 49 3/8" from left Muntins: None Mullions: None Reinforcement: One 33 3/4" long aluminum reinforcement, drawing No. 5114, inside vent jamb rail,(total of two) and one of the same except 45 3/4" long aluminum reinforcement inside vent top and bottom rail, (total of two). One 48" long aluminum reinforcement, drawing No 5103, inside fixed meeting rail. One 'h" by 1/16" by 1 '14" long aluminum plate, drawing No.5115, at each end of fixed meeting rail fastened with the same size and type of assembly screws. Sealants: Fixed meeting rail at each end were sealed with a clear colored seam sealer. Pads. None Screen: Water resistance test conducted with and without a fiberglass mesh screen installed. Unit Installation: Test unit installed in a 2 x 12 pressure treated wood test buck with a 2 x 4 pressure treated buck strip. Frame installed with a single row of I0 by 2" pan head sheet metal screws at frame head and frame jambs. Location of installation screws are as follows: frame head from the left, 6 5/8 ", 26 11116 ", 46 314" and 53 3/8 "; frame jambs from the bottom, 6 5/8 ", 20'/, ", 341/8 ", 44 1 /8 ", 54 7/8" and 65 5/8 ". There were no installation screws in frame sill. Product Markings: None Note: " * " designates measurements by laboratory Q -i4 -oS' Lab_ Number 4586 April 8, 2005 Report Number 20 File Number 05-116 Page 4 of 5 D -7008 OFFICIAL TEST RESULTS Title of Test Measured Remarks Unit A -1: (Unit at Temperature. 79.0 F; Barometer: 19.99 four hours prior to testtnV Large Missile Impact Test Lower right corner of vent 49.3 fldsec Passed Missile Orientatinn• (ASTM F. IRRF, Sectinnsl 1.2 2 and 12 1 _R 3) 1479 5° maximum Cyclic Wind Load Test: Passed Positive Pressure Range Cycles Duration Deflection at meeting rail 0.841" (Pmax -60.0 psf) (seconds) Deflection at frame jamb 0. 13 l" 0.2 to 0.5 3500 1.0 Deflection at frame sill 0.080" 0.0 to 0.6 300 1.0 Permanent set at meeting rail 0.043" 0.5 to 0.8 600 1.0 Permanent set at Game jamb None 0.3 to 1.0 100 1.0 Permanent set at frame sill None Cyclic Wind Load Test: Passed Negative Pressure Range Cycles Duration Deflection at meeting rail 1.372" (Pmax =' /U.0 psf) (seconds) Deflection at frame jamb U.290" 0.3 to 1.0 50 1.0 Deflection at frame sill 0.186" 0.5 to 0.8 1050 1.0 Permanent set at meeting rail 0.092" 0.0 to 0.6 50 1.0 Permanent set at frame jamb 0.009" 0.2 to 0.5 3350 1.0 Permanent set at frame sill 0.007' UnitA -3: (Unit at Temperature: 77.0 F, Barometer: 29.99 four hours prior to testing) Large Missile Impact Test: Upper left corner of vent 49.7 ft. /see Passed Missile Orientation: (ASTM E 1886, Sections 11.2.2 and 12.1.8.3) 2.215 5 maximum Cyclic Wind Load Test: Passed Positive Pressure Ranee Cycles Duration Deflection at meeting; rail 0.946" (Pmax =60.0 psf) (seconds) Deflection at frame; sill 0.111" 0.2 to 0.5 3500 1.0 Deflection at frame jamb 0.180" 0.0 to 0.6 300 1.0 Permanent set at meeting rail 0.042" U.5 to 0.8 60U 1.0 Permanent set at frame sill None 0.3 to LO 100 1.0 Permanent set at frame jamb 0.002" Cyclic Wind Load Test: Passed Negative Pressure Range Cycles Duration Deflection at meeting rail 1.232" (Pmax =70.0 psf) (seconds) Deflection at frame sill 0.140" 0.3 to 1.0 50 1.0 Deflection at frame jamb 0.187' 0.5 to 0.8 1050 1.0 Permanent set at meeting rail 0.132" 0.0 to 0.6 50 1.0 Permanent set at frame sill 0.003" 0.2 to 0.5 3350 1.0 Permanent set at frame jamb 0.004" 4- /4-O.r Design Pressure Charts DP ratings below are limited by Water Test Pressure, Test Pressure, and ASTM E1300 -02 Glass Tables. SINGLE HUNG SERIES 400 1/8" Annealed - Air Space - 1/8" Annealed Insulating Glass ACTUAL WINDOW BUCK HEIGHT 47.5 49.5 1 51.5 53.5 59.5 61.5 65.5 71.5 73.5 75 19.5 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 23.5 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 p = 27.5 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 Z o 29.5 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 31.5 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 Y 35.5 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 m 39.5 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 U 43.5 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 Q 47.5 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 50 DP 50 DP 50 52.125 DP 50 DP 50 DP 50 DP 50 DP 50 DP 50 DP 50 DP 50 DP 50 DP 50 Note: 3/16" Annealed - Air Space - 3/16" Annealed will achieve DP 60 rating for all sizes 1/8" Tempered - Air Space - 1/8" Tempered will achieve DP 60 rating for all sizes 3/16" Tempered - Air Space - 3/16" Tempered will achieve DP 60 rating for all sizes SINGLE HUNG SERIES 500 1/8" (Annealed or HS) - Air Space - 5/16" Laminated Annealed /Annealed (PVB or Uvekol Interla er) ACTUAL WINDOW BUCK HEIGHT 47.5 49.5 51.5 53.5 59.5 61.5 65.5 1 71.5 73.5 75 19.5 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 23.5 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 p = 27.5 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 Z o 29.5 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 31.5 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 x 35.5 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 m 39.5 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 U 43.5 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 Q 47.5 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 52.125 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 DP 60 Note: 1/8" (Annealed or HS) - Air Space - 5/16" Laminated Ann. /HS will achieve DP 60 rating, for all sizes 1/8" (Annealed or HS) - Air Space - 5/16" Laminated HS /HS will achieve DP 60 rating, for all sizes "HS" indicates Heat Strengthened ai 2 ,�fllje - I I. I v 1 I r i3 g C D 1 . mil - �a 1 �� --t . . 14n� dd �m� m� �� I 6I 9 a N g w vi •..... } 4 7a n 3 m n �e S �.�,� uj I _ I - 'iZ #? i h a . � a i4 �' � t^ I° � I y Q. °- = a � •r•:' !r 7 : I q It CL �:: I� I �■ �� Q �o � d� S d N m LA D 192vd seTaIsnpul 10d UTIGvW p.z2goill WY TO: bZ: G 9002 /B7. /R FI LE COPY F_�s NER -580 LEGACY REPORT Re- issued December 1 , 2003 ICC Evaluation Service, Inc. BuskvssRegional Offm a 5360 Woknan Mill Road, Whittier, Califon 90601' (562) 699-0543 www.icc- es.org Regional Office a 900 Montdair Road, Suite A, Birmingham, Alabama 35213 a (205) 599 -9800 Regional Office ■ 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 a (708) 799 -2305 Legacy report on the 2000 International Building Code", the 2000 International Residential Code the 1998 International One- and Two - Family Dwelling Code ® , the 2002 Accumulative Supplement to the International Codes TM, the BOCA National Building Code /1999, the 1999 Standard Building Code and the 1 99 7 Uniform Building CodeTm DIVISION 07 - THERMAL AND MOISTURE PROTECTION 3.2.2 Perfection -Plus Cedar (PPC): Section 07460 - Siding Simulated 61/2 inches high cedar look panels available in N�ILITE INTERNATIONAL, INC. different colors. The panels are 36 -1/8 inches (917.58 mm) 11 NW 165 STREET wide by 15 inches (381.00 mm) high. These panels have MIAMI, FLORIDA 33169 -5819 continuous locking rails to engage lower panels. (305) 620 -6200 www.nailite.com 3.2.3 Hand -Laid Brick (HLB): 1. SUBJECT Simulated brick look panels available in different colors The panels are 44 -1/4 inches (1123.95 mm) wide by 18 -5/8 inches N ilite Thermoplastic Resin Siding (473.08 mm) high. 2. PROPERTY FOR WHICH EVALUATION IS SOUGHT 3.2.4 Hand -Cut Stone (HCS): 2. Weather Resistance Simulated stone look panels available in different colors. The panels are 44 -1/4 inches (1123.95 mm) wide by 18 -5/8 2. Transverse Wind Load Resistance inches (473.08 mm) high. 3.0 DESCRIPTION 3.2.5 Rough -Sawn Cedar (RSC): 3. General Simulated sawn cedar shingles available in different colors. The panels are 59 -1/4 inches (1504.95 mm) wide by 15 Nailite Thermoplastic Resin Siding panels are used as inches (381.00 mm) high. These panels have continuous exterior wall siding on buildings of combustible non -fire- locking rails to engage lower panels. resistance -rated construction. Nailite Thermoplastic Resin 3.2.6 Cape Cod Perfection (CCP): Siding panels are molded from a thermoplastic resin and are available in finishes simulating cedar shingles, hand -split Simulated 41/2 inches high cedar look panels available in shakes, brick or stone. The panels weigh approximately 40 to different colors. The panels are 43 -5/8 inches (1108.08 mm) 68 ounces with an approximate thickness of 0.090 wide by 15 -1/2 inches (393.70 mm) high. These panels have inches(2.29 mm). The panels are fabricated to provide a four continuous locking rails to engage lower panels. edge interconnecting feature that allows each edge to overlap with the adjacent panel edge. The upper edge of the panel 3.2.7 Scalloped Perfection (SP): has prepunched holes for nails. The lower edge has hooks at the back which engage the lower panel to provided a shiplap Simulated half round cedar took panels available in different overlap that covers the nailed edge of the lower panel. colors. The panels are 59 -1/8 inches (1501.78 mm) wide by 3.2 Panel Types 15 inches (381.00 mm) high. 3.2.1 Hand -Split Shake (HSS): 4.0 INSTALLATION Simulated shake look panels available in different colors. The 4.1 General panels are 41 -3/8 inches (1050.93 mm) wide by 18 -3/4 inches Nailite Thermoplastic Resin Siding panels are installed in (476.25 mm) high. accordance with the manufacturer's published installation instructions and this report. ICGESlegacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied as to t ar{y f nding or other matter in this report, or as to any product covered by the report. Page 7 of 3 Copyright 0 2003 Page 2 of 3 NER -580 The manufacturer's published installation instructions and this The exterior wall shall be solidly sheathed with a structural report shall be strictly adhered to and a copy of these sheathing capable of resisting a transverse design wind instructions shall be available at all times on the job site pressure of 133.3 psf (6398.4 Pa). Stud wall framing, during installation. The instructions within this report govern minimum G = 0.55, minimum 2 x 6, shall be spaced a if there are any conflicts between the manufacturer's maximum of 16 inches (406.4 mm) on center and shall be instructions and this report. designed to resist a transverse design wind load of 133.3 psf (6398.4 Pa). 4.2 Application 5.0 IDENTIFICATION The siding is installed over solid sheathing or backer board which is covered with an approved weather resistive barrier Each package of Nailite Thermoplastic Resin Siding panels as required by the Code. The nails are flathead galvanized or covered by this report shall be labeled with the aluminum roofing nails sufficiently long enough to penetrate manufacturer's name and /or trademark, address, the product supporting sheathing completely between studs and at least name, and this ICC -ES Legacy evaluation report number 1 inch into supporting studs through sheathing at the studs NER -580 for field identification. spaced a maximum of 16 inches (406.40 mm) on centers. The nails are driven such that they are snug, not tight to allow 6.0 EVIDENCE SUBMITTED for expansion and contraction of the panels. 6.1 Manufacturer's descriptive literature, specifications The installation of the panels begins with fastening a starter and installation instructions. strip at the bottom of the wall and attachment of the corner accessories. The installation proceeds with securing the 6.2 Test reports on surface burning characteristics under panels from left to right by fastening the upper edge of the ASTM E 84, Commercial Testing Company, signed by panel with 2 inch (50.8 mm) long aluminum or galvanized Jonathan Jackson: roofing nails at approximately 4 inches (101.6 mm) on centers until panels terminate atthe right corner accessory panel. The 6,2,1 Nailite Shake Panel. Report No. 32891, Test No. upper panel is then installed beginning at the left side 1505 -2800, January 16, 1985. engaging the upper edge of the starter panel by hooks or a continuous rail integral to the back of the panel. The upper 6.2.2 FR Polypro Monomouth, Report No. 67611, Test No. edge of the panel is nailed and the lower edge overlapped, 2031 -7368, May 25, 1989. proceeding with panels from left to right. The process is repeated until the wall is covered. 6.3 Test reports on self- ignition temperature under ASTM Any areas of discontinuity such as windows and doors are D 1929, Commercial Testing Company: accommodated in the following manner: Panels are cut flush 6.3.1 Brick pattern Plastic Material, Report No. 25889, with the door or window frames. Nailite J- Channel trim November 30, 1983, signed by Erle W. Mites, Jr. secures the panels around the door or window. A 3/4 inch (19.05 mm) channel is used for the Perfection -Plus Cedar, 6.3.2 Flame Retarded Polypro - Monomouth, Report NO. Cape Cod Perfection, Scalloped Perfection, Brick and Rough 67678, Test No. 2033 -8068, June 5, 1989, signed by Sawn Cedar panels and a 1 -1/8 inch (28.58 mm) J- Channel Jonathan Jackson. is used for the simulated shake and stone panels but can also be used for Brick Panels. 6.4 Test reports on rate of burn or extent of burn under 4.3 Wind Resistant Assemblies - Transverse Wind ASTM D 635, Commercial Testing Company, signed Load by Jonathan Jackson: 4.1 Assembly No. 1 - Hand -Split Shake, Scalloped 6.4.1 Flame Retarded Polypro - Monomouth, Report No. P rfection, Hand -Laid Brick, and Hand -Cut Stone Panels 67484, Test No. 2028 -7858, May 18, 1989. were tested for negative wind pressure under ASTM D 5206 6,4.2 Regular Polypro, Report No. 67485, Test No. 2028 - and demonstrated an allowable design pressure of 66.7 psf 7859, May 18, 1989. (3201.60 Pa) when installed with roofing nails, zinc coated, 3/6 inch (9.53 mm) head, 2 inches (50.80 mm) long by 0.120 6.4.3 Flame Retarded Polypro- Monmouth, Report No. inches thick (3.05 mm) spaced 4 inches (101.6 mm) on center 68541, Test No. 2028- 7858 -R, May 18, 1989. a ng the top edge of the panel. The exterior wall shall be solidly sheathed with a structural 6.4.4 Regular Polypro, Report No. 68542, Test No. 2028 - sheathing capable of resisting a transverse design wind 7859 -R, May 18, 1989. pr�essure of 66.7 psf (3201.6 Pa). Stud wall framing, 6.5 Test report on wind driven rain under ASTM E 331, minimum G = 0.55, minimum 2 x 6, shall be spaced a maximum of 16 inches (406.4 mm) on center and shall be Construction Research Laboratory, Inc., Test No. designed to resist a transverse design wind load of 66.7 psf 3902, July 19, 1983, signed by s A. Sakhnovsky and (3201.6 Pa). signed and sealed by Mark Mosbat, P.E. 44.2 Assembly No. 2 - Rough Sawn Cedar, Perfection 6.6 Test reports on 3000 hours exposure to ultraviolet Plus Cedar and Cape Cod Perfection Panels were tested under ASTM G 23, South Florida Test Service, Inc., for negative wind pressure under ASTM D 5206 and NAZI -2 -DMC -300, July 8, 1987, signed by William E. demonstrated an allowable design pressure of 133.3 psf Auld. (6398.4 Pa) when installed with roofing nails, zinc coated, 3/8 inch (9.53 mm) head, 2 inches (50.8 mm) long by 0.120 inches (3.05 mm) thick spaced 4 inches (101.6 mm) on center along the top edge of the panel. ' l ;i,lrida ciulidnib t ude Online FILE COPYPagel of 3 L _ BCIS Home Log In Hot Topics Submit Surcharge Stats & Fads Publications FBC Staff & 4 Product Approval USER: Public User mo o N Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL4819 Application Type New Code Version 2004 - *RDMCODES Application Status Approved . L DACOMMUNITMS Comments RUST • RONTPORCH Archived LORIDA Product Manufacturer Nailite International Inc Address /Phone /Email 1111 NW 165th Street Miami, FL 33169 •MEWS (305) 620 -6200 • �REQUENTLY ASKED vtolat@sbcglobal.net P uESTiONS •I sWT OUR SECRETARY Authorized Signature Wasserman Howard • 1E-wuL THE SECRETARY vtolat@sbcglobal.net •INSPECTOR GENERAL • V48 ASSISTANCE Technical Representative • CONTACT Us Address /Phone /Email (A LOGO Quality Assurance Representative • CA EMPLOYEE Address /Phone /Email SERVICES Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida RegiE Licensed Florida Professional Engineer Evaluation Report - Hardcopy Rec( Florida Engineer or Architect Name Vipin N. Tolat who developed the Evaluation Report Florida License PE- 12847 http!' �t«- �� .flnrid�h�iilrlint�.�rir /pr!pr app dtl. asn�`' n: �r; �m „ �� rFVXOwtTl�iurR>v��frRT �r . R /7R /?f1fV httl : / /www.floridabuilding.org /pr /pr app dtl. aspx ? param= wCJFVXQwtnquCBMSfpRHC... 9/28/2006 2 of f ILE C OPT age Referenced Standard and Year (of Standard t...... ) A /QaMA /KItA1lAlfla. y n1 /T S 7 Equivalence of Product Standards Cinrtifiari Rv a Product Approval Method Method 1 Option A Date Validated 06 /.511/ e_uvGS flats Panriinn FRU Annrnvat flfi / "if) /7f)f)h flats AnnrnvPri f17 /17 /Jfl(1h Summary of Products F�# Model, Number or Name Description i X4022.1 Distinction Hinged French 11'9" x 6'11" Fiberglass Ir Do _ Limits of Use Certification Agency Ce Approved for use in HVHZ: No FL4022_R1 C_ CAC _NIOC Approved for use outside HVHZ: Yes Installation Instructior Impact Resistant: No FL4022_R1_II_install_n Design Pressure: +55.0 / -60.0 Verified By: National Acc i Other: This product meets the requirement for Management Institute, (the State of Florida excluding the "HVHZ" . When used in wind -borne debris regions requiring Windborne Debris Protection. The Performance Grade HGD -R40, DP +55.0/ -60 PSF. The Daylight Opening is 24- 15/16" x 62- 15/16" each Panel. The Door with 5/8" Double Tempered Gla s. 4022.2 Distinction Hinged French 11'9" x 6'11" Fiberglass C� Sc�,;�� Door its of Use Certification Agency Ce Approved for use in HVHZ: No FL4022_R1 C_ CAC _NIOC Approved for use outside HVHZ: Yes Installation Instruction Impact Resistant: N/A FL4022_R1_II_install _ n Design Pressure: +97.5 / -97.5 Verified By: National Acc Other: This product meets the requirement for Management Institute, the State of Florida excluding the "HVHZ" . When used in wind -borne debris regions requiring Windborne Debris Protection. The Performance Grade HGD -R65, DP: +97.5/ -97.5 PSF. The Daylight Opening is 24- 15/16" x 62- 15/16" each 1 , 11 Panel.The Door with 5/8" Double Tempered i i l iiil�il'�.'ww'W T l rri ni. i�� i�(i ^ n, r. i,'r)r n �iTiAC�, � ,. ,i, .i , �,- .�Tf'V' .T . i n. °✓( '.. �� ., '4' ,,,NI) 1 lorida Building Code Online Page 3 of 4 s 1 4022.3 Distinction Hinged French 3'1" x 6'11" Fiberglass Ou-�5w,w, Door _ Limits of Use IlCertification Agency Ce Approved for use in HVHZ: No FL40 R1 C C NI OC Approved for use outside HVHZ: Yes Installation Instruction Impact Resistant: N/A FL40.22 — R - 1 II_install_n Design Pressure: +60.0 / -65.0 Verified B: National Acci Other: This product meets the requirement for Management Institute, the State of Florida excluding the "HVHZ" . When used in wind -borne debris regions requiring Windborne Debris Protection. The Performance Grade HGD -R55, DP +60.0/ -65 PSF. The Daylight Opening is 24- 15/16" x 62- 15/16" each Panel. The Door with 5/8" Double Tempered Glass. 4022.4 Distinction Hinged French 11'9" x 8'0" Fiberglass Oc Door Limits of Use Certification Agency Ce Approved for use in HVHZ: No FL4022 R1 C C N IOC Approved for use outside HVHZ: Yes Installation Instruction Impact Resistant: N/A FL4022—R-1 II_install_n Design Pressure: +90 / -90 Verified By: National Acci Other: This product meets the requirement for Management Institute, j the State of Florida excluding the "HVHZ" . When used in wind -borne debris regions requiring Windborne Debris Protection. The Performance Grade HGD -R60, DP +90.0/ -90 PSF. The Daylight Opening is 21" x 79" each Panel. The Door with 5/8" Double Tempered Glass. 4022.5 Distinction Hinged French 11'9" x 8'0" Fiberglass In- Door Limits of Use Certification Agency Ce Approved for use in HVHZ: No FL4022 R1 C CAC N IOC Approved for use outside HVHZ: Yes Installation Instruction Impact Resistant: N/A FL4022—R1 II_install_n Design Pressure: +65.0 / -75.0 Verified By: National Acci Other: This product meets the requirement for Management Institute, the State of Florida excluding the "HVHZ" . When used in wind -borne debris regions requiring Windborne Debris Protection. The Performance Grade HGD -R40, DP: +65.0/ -75.0 PSF. The Daylight Opening is 21" x 79" each Panel. The r with 5/8" Double Tempered Glass. 4022.6 Distinction Hinged French 3'1 " x 6'11" Fiberglass Door I Limits of Use lCertification Agency Ce Approved for use in HVHZ: No I FL4022 R C CAC NIOC I lorida Building Code Online Page 4 of 4 Approved for use outside HVHZ: Yes Installation Instruction Impact Resistant: N/A FL4022 R 1 1 — install — n Design Pressure: +60.0 / -60.0 Verified By: National Aci Other: This product meets the requirement for Management Institute, the State of Florida excluding the "HVHZ" . When used in wind -borne debris regions requiring Windborne Debris Protection. The Performance Grade HGD -R30, DP +60.0/ -60 PSF. The Daylight Opening is 24- 15/16" x 62- 15/16" each Panel. The Door with 5/8" Double Tempered Glass. Bac Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 -1824, Suncom 277 -1824, Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Copyright and Di scl Product Approval Accepts: ® ® eChetk Bob r - APP0.0YE http : / /www.floridahuilding.org /pr /pr app dtl. aspx? param= wGF,VXQwtDgvzvdBM6T,rcP... 8 /24/2006 i O m d O _ z 9 P c� y C n� S � 7 x _ � 4 � � ".;. V =iz "'r1 = or NX g vr� Q ° 5 v a N S w o • R c ooS' a C� o w 3 ►r • � o " � C LA o � " N c A 2 d a /•-. W . 'O C Pp t O `�! x K � r °°= co o Z o 9 g a a� R N a o c '17 [ jig EL �•�' / 3 's d n $ w 'L. 6 C 9 S A ^ 9 - -J- I TI C 666 I V �Z 2 N I I p C - '0 0 � S " R o s nl n a w n c � 7 k ON I TI 21 w — 00 � •- N x � =' 07 a• 6 w' a d x i • w ' ^ y O 6 1 T -• O ; 0 Z O. 0 n o N S E I - rn W NWR # z a= oc ¢ � 7 '° � 3e a z • o ° T 6 o in G £ O O " � Z ' o i 4 w 1• R• '3' II• 2I• -- -- - — - q N Q 7 m C a 4 g o c 1/4' . HE M i g 14 x a ? A a z rA tz ol � G a P p al 71 ° E W � a � �� a .e n 3 .p n G 9 pp F�1 w a°a P N n C }i' 2 • 6 �' n 'n c 9 °.° p c w O E ` o a o S , 0 o sy� a s �9 3 i i Q1. Gti y y O O C ^ CA o w iii E z cv - r e4 O a' s m s A A _^ d H� G (� O 3 r ITI Of °S V � � rte a oo � � 0 0 d a '- 3 3 C - o � ° `. c o i � � . -- o � � �o� �, �� x A o '' $ r J ^ � rn d v 9 C � �'. rn � N � a � cn u, _ 00 r 3 ' n 1 3' C,� N ti w - -_ �_ ,� �� ' s� � �. '� ' �� I � �bs�� _ �` +�Z m p�� q �. '� � �v � t �Y � 7 � t� ,�.,� ^� � n � � a j 'I � ��t !. ', L I V � ! � � � � �� # � � � �� a �, `" 4 k. �' S 4d'�i;,'. .. �'� 5 ' T JF � � Y ��' 3.. � ' I � ^ { V, a.. .� � � a tid c m ^��, r a ^� 7 co O ° n a z cr 6 0 0 5 n ro A c I ] O g co I O a a O 5 O cc w ] C z N o gr v d H R t ?J N a 6 N — 0 7 a > ° ' a 1 te i i n 0 ' ~ °c m x 9 O mu a re a� Ln h u •a a s a - a e F a on _ 5 Lab. Number 4586 April 8, 2005 Report Number 20 File Number 05 -116 Page 5 of 5 D -7008 OFFICIAL TEST RESULT'S Title of Test Measured Remarks Unit A-4 (Unit at Temperature: 74.0 F, Barometer: 30.02 four hours prior to testing) Large Missile Impact Test: Center of vent 49.7 R. /sec Passed Missile Orientation: (ASTM E 1886, Sections] 1.2.2 and 12.1.8.3) 2.373 5° maximum Cyclic Wind Load Test. Passed Positive Pressure Range Cycles Duration Deflection at meeting mil 0.946" (Pmnv =Fn 0 psf) (seennds) Deflection at frame jamb 0.232" 0.2 to 0.5 3500 LO Deflection at frame sill 0.176" 0.0 to 0.6 300 1.0 Permanent set at meeting rail 0.026" 0.5 to 0.8 600 1.0 Permanent set at frame jamb None 0.3 to 1.0 100 1.0 Permanent set at frame sill None Cyclic Wind Load Test: Passed Negative Pressure Range Cycles Duration Deflection at meeting rail 1.224" (Pmax =70.0 psf) (seconds) Deflection at frame jamb 0.241" 03 to 1.0 50 1.0 Deflection at frame sill 0.228" 0.5 to 0.8 1050 1.0 Permanent set at meeting rail 0.127" 0.0 to 0.6 50 1.0 Permanent set at frame jamb 0.011" 0.2 to 0.5 3350 1.0 Permanent set at frame silt 0.008" Note: At conclusion of above tests, there was no apparent damage to unit, fasteners or tear in the inner layer film formed longer then 5" and wider than 1/16" which air can pass or a 3" diameter solid sphere. Test Completed - March 29, 2005 Remarks: This test report does not constitute certification of this product, but only that the above test results were obtained using the designated test methods and theywere tested in accordance with ASTM E 1996-02,1996-G4,1896-02 & 1886 -04. Testing was conducted as per instructions received by your company representative Detailed assembly drawings showing wall thicknessof all members, comer construction and hardware application are on file and have been compared to the sample submitted. A test sample will be retained at the test laboratory. Nnte- Test specimens were covered with 1.5 mil plastic sheeting to seal from air leakage when load tests were performed, however this had no effect on the above tests results. Large missile impact test conducted with 90" long 2 X 4 (42SP) wood, weight of missile is 9 '/: pounds. Witnessed by: FENESTRATION TESTING RATORY, INC. Mr. Edmundo Largaespada, P.E. Mr. Joe Johnson Mr. Sam Bryant Roberto Robeeto Laboratory Technicians: Testing Manag Erick Castaneda Author of Report Dina Cova 4 - P.G,T. Industries --....._...------- . ................ ................ _ ......... _ .... ..... _..._ ........................... ............ ............. ... ......... .. .......................... ._ .... i rni• rn -x= :. k....� .: .... L� IG1 a � . �. ,. � �� I � day � � � � s �''� �� .,, M � �� 7 3 3 • '4� " =" li i DTI �5 VA Mal $: ! y< 5 Ggvd saTA4snpuI 10d UT4svw PJV WH TO :6Z:G 900Z /6Z /8 i z! I fr j�r'Q a hi S r N Pi 2 Pr Jill i f F d ! (D .3• ' ; FAY .�... � 1 i � �'\ '• � fir;:: k .. ........ <? r• •�-- �� ar.r • �►rt •rr Mt y °' •f� ... r "�yJ "` ".•'"::ter. ..�fv .__. ».. / \: yam;. � gi • r• t �l; ° •: .:C::•r_ o; b ,, -- jti� � I ; i i S��.g�a'� =��,�� i � �' s� / t,•:,r.:•�:;,:c-i`. \''`�. j ..�..... ` %�e FM i � � § S � a •� �i ( z . ; rc ' i � iii', j ! I R 2 5 i { � 3 !S s k �k• � i r �r tl�R r: i �� TV 1 !� �•�� i may. 1 !'F�+I ?i�i�� #�s V ! ! 64 e• R sA But 161 Hit f L } ' S . � i ..! liti$Te�ld iR��i � � � # i I ijj - :!# j i i rn h•° R� g•� r ' Ul i = j i w f .. •.v. . lip; .,aa `•" �_. � � • i � ta' ;iat -. i aR � i - s I ; i - i j i <. "' � '�� :�� I ; � j�s �i p �1�i =i��[I RRS � ° >w�r. •:�1�'<"t�'C"'•_` _a � i _ �! '�" lif i �- --- •- -- - --� 3 � � � � !0 } C r � e � � ¢ � � y 's�l'�i:L�l:�:�:�_ x': }..-:� �. =.r> ;.z .�'s:r:: >s j 'G:j yr all at i to :CA I j g 02Qd seTajsnpuI 10d UTIGVW PavgOTU wv To:bZ:1. AnnzieziQ - - U �� - `iT77��aiirr'��n: r �Pa r7? %na VVI (7 nT enn7 ram •on Page 3 of 3 NER -580 6.7 Test reports on physical properties, United States 7.4 All siding and accessories shall be fastened to studs Testing Company, Inc., Report No. 098737 -1 and or other solid nailing surfaces or nail based sheathing 098737 -2, August 16, 1990, signed by Frank Savion must be used. and Frank Pepe. The following testing was performed: Where wood furring strips are used for uneven or non - nailable surfaces, their minimum size shall be 1 x 3 • Tensile Properties, ASTM D 638 inch (25 x 76 mm) and they shall be adequately • Izod Impact Strength, ASTM D 256 fastened to the substrate to resist the loads • Deflection temperature under flexural load, ASTM D transferred by the siding. 648 • Coefficient of thermal expansion, ASTM D 696 Furring for horizontal siding shall be installed vertically at a maximum 16 inch (406 mm) o.c. and for vertical 6.8 Test report on impact resistance under ASTM D 3679 siding, horizontally at a maximum 16 inch (406 mm) and ASTM D 4226, South Florida Test Service, Inc., o.c. spacing. Test No. NAZI -11, August 1, 1990, Test No. NAZI -10, July 16, 1990, Test No. NAZI -14, October 25, 1990, 7.5 Exterior stud walls shall be braced in accordance with: and Test No. NAZI -15, December 6, 1990, signed by Shek K. Kong, MsC., ATI. Section 2308.2 Standard Building Code Section 2308.9.3 International Building Code 6.9 Test reports on transverse wind load testing under Section R602.10 International Residential Code ASTM D 5206, Construction Testing Corporation, Section 602.10 International One and Two Family signed by George Dotzler and signed and sealed by Dwelling Code Vipin N. Tolat, P.E.: Section 2305 BOCA National Building Code Section 2320.11.3 Uniform Building Code' 6.9.1 Hand -Split Shake, Dwg. NT -1, Report No. 99 -010, April 26, 1999. 7.6 Wood studs, furring strips or other wood supports not covered by an approved moisture protection barrier 6.9.2 Rough Sawn Cedar, Dwg. NT -1, Report No. 99 -011, shall be approved pressure treated wood or protected April 26, 1999. against decay as required under: 6.10 Engineering Calculations evaluating transverse wind Section 2304 Standard Building Code load testing and analysis of wall framing, Vipin N. Section 2304.11 International Building Code Tolat, P.E. Consulting Engineer, 6/8/99, 9/23/00, and Section R323 International Residential Code October 23, 2002, signed, sealed and dated by Vipin Section 323 International One and Two Family N. Tolat, P.E. Letter report and analysis on report Dwelling Code revisions, June 22,1999 and October 23, 2002 signed Section 2311 BOCA National Building Code and sealed by Vipin N. Tolat, P.E. Section 2306 Uniform Building Code ® . 6.11 Test report on heat shrinkage under ASTM D 3679, 7.7 The siding shall be installed only on the exterior of Perfection Cedar and Roughsawn Cedar panels, combustible non - fire - resistance rated walls with a VTEC Laboratories, Inc., VTEC #100 -975, May 28, horizontal separation of greater than 5 feet (1.5 m). 1999, Report dated June 1, 1999, signed by Neil Schultz, Amirudin Rahim, signed and sealed by Frank 7.8 All insulation material used with the siding panels shall Longobardi, P.E. have a flame spread index (FSI) of not more than 75 and shall be protected from the interior of the building 7.0 CONDITIONS OF USE by an approved 15 minute thermal barrier. The ICC -ES Subcommittee for the National Evaluation 7.9 The design transverse wind load pressures are Service, Inc. finds that the Nailite Thermoplastic Resin Siding determined under: panels as described in this report complies with or are suitable alternates to that specified in the 2000 International Section 1606 Standard Building Code Building Code ® , the 2000 International Residential Code the Section 1609 International Building Code 1998 International One- and Two- Family Dwelling Code the Section R301.2.1 International Residential Code 2002 Accumulative Supplement to the International CodesTm, Section 301 International One and Two Family the BOC9 National Building Code /1999, the 1999 Standard Dwelling Code Building Code and the 1997 Uniform Building Code TM, Section 1609 BOCA National Building Code subject to the following conditions: Section 1609 Uniform Building Code 7I1 This Evaluation Report and the installation and shall not exceed the allowable capacities shown instructions, when required by the code official, shall for the assemblies listed in Section 4.3 of this report. be submitted at the time of permit application. 7.10 This report is subject to periodic re- examination. For 7.2 The siding shall be installed in accordance with the information on the current status of this report, consult manufacturer's published installation instructions and the ICC -ES website. this report. 7�.3 The siding shall be installed only on exterior walls covered by a solid structural or nonstructural sheathing. -Nlo da building Code Online Page 2 of 3 Quality Assurance Entity Architectural Testing, Inc. Validated By Nariman S. Balsara, P.E Certificate of Independence Referenced Standard and Year (of Standard ; Standard) ASTM D 1929 ASTM D 256 ASTM D 635 ASTM D -3679 ASTM E84 Florida Building Code Florida Building Code Florida building Code TAS 201,202,203 Equivalence of Product Standards Certified By Sections from the Code 1609,1620,1625 1626,2318,2322 602.5,1404.9,1405 I Product Approval Method Method 1 Option D Date Submitted 07/11/2005 Date Validated 09/08/2005 Date Pending FBC Approval 08/04/2005 Date Approved 09/14/2005 Summary of Products FL # IlModel, Number or Name IlDescription 4819.1 RoughSawn Cedar Thermoplastic Resin Sidin Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By Approved for use outside HVHZ: Evaluation Reports Impact Resistant: PTID 4819 T CTC 05 -01 Design Pressure: +/- Na__ilite Other: Wind load resistance -111 psf.The PTID 48 T ICC Cert ifi http : / /www.floridabuilding.org /pr /pr _ app__ dtl. aspx ?param= wGEVXQwtDquCBMSfpRHC... 8/28/2006 FILE COPY M I A M FDADE MIAMI -DADE COUNTY, FLORIDA _ METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) GAF Materials Corp. 1361 Alps Rd. Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Timberline 30 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #01- 1203.07 and consists of pages 1 through 4. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.:04- 0305.03 ° Expiration Date: 02/21/07 Approval Date: 04/22/04 Page 1 of 4 ROOFING SYSTEM APPROVAL Category: Roofing Sub - Category' 07310 Asphalt Shingles Materials Dimensional Deck Tyne: Wood 1. SCOPE This revises GAF Timberline 30 as manufactured by GAF Materials Corp described in Section 2 of this Notice of Acceptance. 2. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications Timberline 30 13' /4"x 39 3 /s" TAS 110 Fiberglass reinforced heavy weight asphalt roof shingle, with a laminate profile 3. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Re aort Date Underwriters Laboratories, Inc. TAS 107 OINK45803 04/13/94 Center for Applied Engineering TAS 100 257989 04/01/97 Center for Applied Engineering ASTM D3462 257989 05/13/97 PRI Asphalt Technologies, Inc. TAS 100 GAF - 044 -02 -01 01/13104 Underwriters Laboratories, Inc. TAS 107 04NK04273 02/20/04 4. LIMITATIONS 4.1 Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 4.2 Shall not be installed on roof mean heights in excess of 33 ft. 4.3 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 911-72 of the Florida Administrative Code. 5. INSTALLATION 5.1 Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 5.2 Flashing shall be in accordance with Roofing Application Standard RAS 115 5.3 The manufacturer shall provide clearly written application instructions. 5.4 Exposure and course layout shall be in compliance with Detail 'A', attached. 5.5 Nailing shall be in compliance with Detail 'B', attached. 6. LABELING 6.1 Shingles shall be labeled with the Miami -Dade Logo or the wording "Miami -Dade County Product Control Approved". 7. BUILDING PERMIT REQUIREMENTS 7.1 Application for building permit shall be accompanied by copies of the following: 7.1.1 This Notice of Acceptance. 7.1.2 Any other documents required by the Building Official or the applicable code in order NOA No.:04- 0305.03 Expiration Date: 02/21/07 10 Approval Date: 04/22/04 Page 2of4 to properly evaluate the installation of this system. 8. MANUFACTURING PLANTS 8.1 Tampa, FL DETAIL A DECK FULL 5th 17" OFF 4th 11" OFF 3rd 6 OFF 2nd FULL 1 St NOA No.:04- 0305.03 ©Y Expiration Date: 02121/07 - Approval Date: 04/22/04 Page 3 of 4 DETAIL B 39 -3/8' Release Tape 6 fasteners 134" 111 4 5-5/8" Front Side (Maximum Slope 12:12) 39 -3/8' Release Tape 1 r 6 fasteners �2r �2 1 • 13 4 6r Front Side (Maximum Slope 21:12) Tab Sealant 1 r 211 �..■,� �� —1 3/8" 1/2' Back Side END OF THIS ACCEPTANCE NOA No.:04 -0305.03 Expiration Date: 02121107 Approval Date: 04/22M4 Page 4 of 4 roz HSI T? V 06 alng a il G1 zxz t 1 E a o 2. —.2 5r Li 7 Q c V3 o • - 3 0o v _ v e_ ^ � 19- 14' 4. 22 22' jjE 114' cD 22' 14 1 to� S > S U r LID T° i6 7 1 0 0 o k Ga w , e p 0 S a � o� -x x /� G7 • o �o � 3 0 • o v o C _ w € h >• � a R'f S . Z 1 g'_ m . 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L I F _ - 1 z 2 ` y m 8 $ z FORM 600A -2004 FILE COP Y nergyGauge@4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: SALLEY +LARRY BYRD Builder: DEAN RUSSELL CONST� Address: SECOND ST. Permitting Office: ALANTIC BEACH City, State: ALANTIC BEACH, FL Permit Number: Owner: Jurisdiction Number. Climate Zone: North I . New construction or existing Addition _ 12. Cooling systems 2. Single family or multi - family Single family _ I a. Central Unit Cap: 34.2 kBtu/hr _ 3. Number of units, if multi - family 1 SEER: 13.50 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap: 34.2 kBtu/hr 5. Is this a worst case? Yes _ SEER: 13.50 _ 6. Conditioned floor area (ft') 3296 ft' _ I , c. PTAC and Room Unit Cap: 18.0 kBtu/hr _ 7. Glass type and area: (Label rcqd. by 13- 104.4.5 if not default) EER: 10.40 _ a. U- factor: Description Area 13 . Heating systems s (or Single or Double DEFAULT) 7a. (Dble, U =0.9) 64.0 ft' _ a. Electric Heat Pump Cap: 35.8 kBtu/hr _ b. SHGC: HSPF: 8.20 _ (or Clear or Tint DEFAULT) 7 b.(SHGC =0.66) 370.0 ft' _ b. Electric Heat Pump Cap: 35.8 kBtu/hr _ 8. Floor types HSPF: 8.20 _ a. Raised Wood, Post or Pier R =19.0, 1709.Oft' _ c. N/A h Raised Wood, Post or Pier R =19.0, 308.Oft' c. N/A _ 14. Hot water systems 9 Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R =5.0, 1577.0 W _ EF: 0.90 _ b. Frame, Wood, Exterior R =19.0, 1450.0 ft' _ b. N/A c. Frame, Wood, Adjacent R =19.0, 329.0 ft' d. N/A _ ! c. Conservation credits _ c. N/A _ (HR -Heat recovery, Solar 10 Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =30.0, 2017.0 ft' 15. 11VAC credits PT, _ b. Single Assembly R =19.0, 308.0 ft' _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A _ HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R =6.0, 200.0 ft ! MZ- C- Multizone cooling, b. Sup: Unc. Ret: Unc. AH: Garage Sup. R =6.0, 200.0 ft _ MZ -H- Multizone heating) I Glass /Floor Area: 0.19 Total as -built points: 42238 ASS Total base points: 42332 PASS I hereby certify that the plans and specifications covered by Review of the plans and �TH� sT �I this calculation are in compliance with the Florida Energy specifications covered by this ct Code. calculation indicates compliance y `d �,,,�' �_. °�,. PREPARED BY: f7ir S y f c�no with the Florida Energy Code. ` hill DATE /,,,ny &±-1 - Before construction is completed a this building will be inspected for I hereby certify that this building, as designed, is in compliance i 1 compliance with Section 553.908 with the Florida Energy C e. Florida Statutes. co we` OWNER/AGENT: j BUILDING OFFICIAL: DATE: �/ DATE: Precominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2 &4. EnergyGaugeG (Version: FLRCSB v4.0) F ILE C Residential System Sizing Calculation Summary Project Title: Code Only SECOND ST. SALLEY +LARRY BYRD Professional Version ALANTIC BEACH, FL Climate: North Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 49 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heating load calculation 64650 Btuh Total cooling load calculation 76999 Btuh Submitted heating capacity % of talc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 110.8 71600 Sensible (SHR = 0.73) 106.5 63072 Heat Pump + Auxiliary(15.OkW) 189.9 12279 Latent 131.1 23328 Total Mixed Cooling) 112.2 86400 WINTER CALCULATIONS Winter Heating Load for 3296 sqft %) Window Load comp onent Load i`. Window total 616 sqft 20390 Btuh Mrdows(32%) Wall total 3356 sqft 12403 Btuh Door total 21 sqft 197 Btuh Infg(34 Ceiling total 2325 sqft 3207 Btuh Floor total See detail report 3631 Btuh Infiltration 520 cfm 21743 Btuh CsWnpscSX) Subtotal 61571 Btuh Duct loss 3079 Btuh Fhors(6 %) wene(i a%) TOTAL HEAT LOSS 64650 Btuh SUMMER CALCULATIONS Summer Cooling Load for 3296 sqft Load component Load Window total 616 sqft 29741 Btuh LeleM Mernel(2 %) Wall total 3356 sqft 5626 Btuh Lelefy in111.(21 Door total 21 sqft 223 Btuh Ceiling total 2325 sqft 3604 Btuh VWWO S(3B%) Floor total 1331 Btuh ,1 � ht.0eln(4X) Infiltration 493 cfm 10296 Btuh Internal gain 3000 Btuh Ducts(7 %) Subtotal(sensible) 53822 Btuh Duct gain 5382 Btuh INw(13 %) Celnnps(5 %) Total sensible gain 59204 Btuh F100r3(2%) we11s(7 %) Latent gain(infiltration) 16415 Btuh EnergyGauge® System Si ing based on ACCA Manual J. Latent gain(internal) 1380 Btuh PREPARED BY: 7; ° Total latent gain 17795 Btuh DATE: Z /�7 O� TOTAL HEAT GAIN 76999 Btuh EnergyGauge® FLRCPB v3.30 FORM 60OA -2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: SECOND ST., ALANTIC BEACH, FL, 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 3296.0 20.04 11889.3 Double, U= 0.87,SHGC =0.66 E 0.0 0.0 30.0 42.06 1.00 1261.9 Double, SHGC =0.66 E 0.0 0.0 12.0 42.06 1.00 504.8 Double, U= 0.87,SHGC =0.66 E 0.0 0.0 18.0 42.06 1.00 757.1 Double, U= 0.87,SHGC =0.66 S 0.0 0.0 30.0 35.87 1.00 1076.0 Double, U= 0.87,SHGC =0.66 S 0.0 0.0 9.0 35.87 1.00 322.8 ` Double, U= 0.87,SHGC =0.66 W 10.0 6.0 45.0 38.52 0.43 744.2 Double, U= 0.87,SHGC =0.66 W 10.0 8.0 17.0 38.52 0.48 313.0 Double, U= 0.87,SHGC =0.66 S 6.0 6.0 20.0 35.87 0.52 373.4 Double,U =0.87,SHGC =0.66 W 0.0 0.0 45.0 38.52 1.00 1733.6 Double,U= 0.87,SHGC =0.66 N 12.0 6.0 15.0 19.20 0.62 179.5 Double,U= 0.87,SHGC =0.66 N 6.0 8.0 64.0 19.20 0.76 929.8 Double,U =0.87,SHGC =0.66 E 0.0 0.0 16.0 42.06 1.00 673.0 Double,U= 0.87,SHGC =0.66 E 0.0 0.0 8.0 42.06 1.00 336.5 Double,U= 0.87,SHGC =0.66 E 1.5 6.0 24.0 42.06 0.91 921.4 Double, U= 0.87,SHGC =0.66 S 10.0 6.0 60.0 35.87 0.46 994.8 Double, U= 0.87,SHGC =0.66 S 10.0 8.0 35.0 35.87 0.49 614.5 Double, U= 0.87,SHGC =0.66 W 1.5 7.0 36.0 38.52 0.94 1302.2 Double, U= 0.87,SHGC =0.66 N 1.5 6.0 15.0 19.20 0.94 270.3 Double,U= 0.8TSHGC =0.66 W 0.0 0.0 27.0 38.52 1.00 1040.1 Double, U= 0.87,SHGC =0.66 W 0.0 0.0 30.0 38.52 1.00 1155.7 Double, U= 0.87,SHGC =0.66 N 1.5 8.0 30.0 19.20 0.97 557.1 Double,U= 0.87,SHGC =0.66 N 1.5 10.0 30.0 19.20 0.98 565.5 As -Built Total: 616.0 16627.4 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 329.0 0.70 230.3 Concrete, Int Insul, Exterior 5.0 1577.0 1.00 1577.0 Exterior 3027.0 1.70 5145.9 Frame, Wood, Exterior 19.0 1450.0 0.90 1305.0 Frame, Wood, Adjacent 19.0 329.0 0.40 131.6 Base Total: 3356.0 5376.2 As -Built Total: 3356.0 3013.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 21.0 2.40 50.4 Adjacent Insulated 21.0 1.60 33.6 Exterior 0.0 0.00 0.0 Base Total: 21.0 50.4 As -Built Total: 21.0 33.6 EnergyGauge® DCA Form 60OA -2004 EnergyGauge® /FlaRES'2004 FLRCSB v4.0 FORM 60OA -2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: SECOND ST., ALANTIC BEACH, FL, PERMIT #: BASE AS -BUILT CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1709.0 1.73 2956.6 Under Attic 30.0 2017.0 1.73 X 1.00 3489.4 Single Assembly 19.0 308.0 5.64 X 1.00 1737.1 Base Total: 1709.0 2956.6 As -Built Total: 2325.0 5226.5 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood, Post or Pier 19.0 1709.0 0.77 1309.1 Rased 2017.0 -3.99 - 8047.8 Raised Wood, Post or Pier 19.0 308.0 0.77 235.9 Base Total: - 8047.8 As -Built Total: 2017.0 1545.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 3296.0 10.21 33652.2 3296.0 10.21 33652.2 Summer Base Points: 45876.8 Summer As -Built Points: 60098.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 34200 btuh ,SEER/EFF(13.5) Ducts: Unc(S),Unc(R),Int(AH),R8.0(INS) 60098 0.40 (1.09 x 1.147 x 0.91) 0.253 0.950 6821.7 (sys 2: Central Unit 34200 btuh ,SEER/EFF(13.5) Ducts: Unc(S),Unc(R),Gar(AH),R6.0(INS) 60098 0.40 (1.09 x 1.147 x 1.00) 0.253 0.950 6821.7 (sys 3: PTAC and Room Unit 18000 btuh ,SEER /EFF(10.4) Ducts: None 60098 0.21 (1.00 x 1.147 x 1.00 0.328 0.950 4656.5 45876.8 0.4266 19571.1 1 60098.3 1.00 1.194 0.268 0.950 18299.9 EnergyGauge TM DCA Form 60OA -2004 EnergyGauge® /FlaRES'2004 FLRCSB v4.0 FORM 60OA -2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: SECOND ST., ALANTIC BEACH, FL, 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 = Point .18 3296.0 12.74 7558.4 Double, U= 0.87,SHGC =0.66 E 0.0 0.0 30.0 18.79 1.00 563.8 Double, SHGC =0.66 E 0.0 0.0 12.0 18.79 1.00 225.5 Double, U= 0.87,SHGC =0.66 E 0.0 0.0 18.0 18.79 1.00 338.3 Double, U= 0.87,SHGC =0.66 S 0.0 0.0 30.0 13.30 1.00 398.9 Double, U= 0.87,SHGC =0.66 S 0.0 0.0 9.0 13.30 1.00 119.7 Double,U= 0.87,SHGC =0.66 W 10.0 6.0 45.0 20.73 1.21 1131.7 Double, U= 0.87,SHGC =0.66 W 10.0 8.0 17.0 20.73 1.19 419.6 Double, U= 0.87,SHGC =0.66 S 6.0 6.0 20.0 13.30 2.73 726.4 Double,U= 0.87,SHGC =0.66 W 0.0 0.0 45.0 20.73 1.00 932.8 Double, U= 0.87,SHGC =0.66 N 12.0 6.0 15.0 24.58 1.03 377.9 Double, U= 0.87,SHGC =0.66 N 6.0 8.0 64.0 24.58 1.01 1596.2 Double,U= 0.87,SHGC =0.66 E 0.0 0.0 16.0 18.79 1.00 300.7 Double, U= 0.87.SHGC =0.66 E 0.0 0.0 8.0 18.79 1.00 150.3 Double, U= 0.87,SHGC =0.66 E 1.5 6.0 24.0 18.79 1.04 467.0 Double,U= 0.87,SHGC =0.66 S 10.0 6.0 60.0 13.30 3.40 2713.5 Double,U= 0.87,SHGC =0.66 S 10.0 8.0 35.0 13.30 3.09 1436.5 Double, U= 0.87,SHGC =0.66 W 1.5 7.0 36.0 20.73 1.02 758.5 Double, U= 0.87,SHGC =0.66 N 1.5 6.0 15.0 24.58 1.00 369.5 Double, U= 0.87,SHGC =0.66 W 0.0 0.0 27.0 20.73 1.00 559.7 Double, U= 0.87,SHGC =0.66 W 0.0 0.0 30.0 20.73 1.00 621.8 Double, U= 0.87,SHGC =0.66 N 1.5 8.0 30.0 24.58 1.00 738.0 Double, U= 0.87,SHGC =0.66 N 1.5 10.0 30.0 24.58 1.00 737.5 As -Built Total: 616.0 15683.7 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 329.0 3.60 1184.4 Concrete, Int Insul, Exterior 5.0 1577.0 5.70 8988.9 Exterior 3027.0 3.70 11199.9 Frame, Wood, Exterior 19.0 1450.0 2.20 3190.0 Frame, Wood, Adjacent 19.0 329.0 2.20 723.8 Base Total: 3356.0 12384.3 As -Built Total: 3356.0 12902.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 21.0 11.50 241.5 Adjacent Insulated 21.0 8.00 168.0 Exterior 0.0 0.00 0.0 Base Total: 21.0 241.5 As -Built Total: 21.0 168.0 EnergyGauge® DCA Form 60OA -2004 EnergyGauge® /FlaRES'2004 FLRCSB v4.0 FORM 60OA -2004 EnergyGauge(D 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: SECOND ST., ALANTIC BEACH, FL, PERMIT #: BASE AS -BUILT CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1709.0 2.05 3503.4 1 Under Attic 30.0 2017.0 2.05 X 1.00 4134.9 Single Assembly 19.0 308.0 1.86 X 1.00 572.9 Base Total: 1709.0 3503.4 As -Built Total: 2325.0 4707.7 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood, Post or Pier 19.0 1709.0 0.88 1497.1 Raised 2017.0 0.96 1936.3 Raised Wood, Post or Pier 19.0 308.0 0.88 269.8 Y Base Total: 1936.3 As -Built Total: 2017.0 1766.9 • INFILTRATION Area X BWPM = Points Area X WPM = Points 3296.0 -0.59 - 1944.6 3296.0 -0.59 - 1944.6 Winter Base Points: 23679.3 Winter As -Built Points: 33284.4 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 35800 btuh ,EFF(8.2) Ducts: Unc(S),Unc(R),Int(AH),R6.0 33284.4 0.500 (1.069 x 1.169 x 0.93) 0.416 0.950 7928.6 (sys 2: Electric Heat Pump 35800 btuh ,EFF(8.2) Ducts: Unc(S),Unc(R),Gar(AH),R6.0 33284.4 0.500 (1.069 x 1.169 x 1.00) 0.416 0.950 7928.6 23679.3 0.6274 14856.4 1 33284.4 1.00 1.206 0.416 0.950 15857.1 EnergyGauge DCA Form 60OA -2004 EnergyGauge® /FlaRES'2004 FLRCSB v4.0 FORM 60OA -2004 EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: SECOND ST., ALANTIC BEACH, FL, 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 2635.00 7905.0 50.0 0.90 3 1.00 2693.56 1.00 8080.7 As -Built Total: 8080.7 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 19571 14856 7905 42332 18300 15857 8081 42238 PASS tiD4 TgH ST AT �D.r 010) W B d EnergyGauge•" DCA Form 60OA -2004 EnergyGauge® /FlaRES'2004 FLRCSB v4.0 FORM 60OA -2004 EnergyGauge(D 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: SECOND ST., ALANTIC BEACH, FL, PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHEC Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm /sq.ft. window area; .5 cfm /sq.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 V 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. V / • Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA. V / have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHE�VC Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir I/ / breaker (electric) or cutoff (gas) 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 I 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. V / Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. EnergyGauge DCA Form 60OA -2004 EnergyGauge® /FlaRES'2004 FLRCSB v4.0 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only SECOND ST. SALLEY +LARRY BYRD Professional Version ALANTIC BEACH, FL Climate: North 5/17/2006 Infiltration Type ACH Volume CFM= Load Natural 0.35 32960 192.7 4026 Btuh Mechanical 300 6270 Btuh Infiltration Total 493 10296 Btuh Internal Occupants Btuh /occupant Appliance Load g ain 6 X 300 + 1200 3000 Btuh Subtotal 53822 Btuh Duct gain(using duct multiplier of 0.10) 5382 Btuh } Total sensible gain 59204 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 16415 Btuh Latent occupant gain (6 people @ 230 Btuh per person) 1380 Btuh Latent other gain 0 Btuh TOTAL GAIN 76999 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF for default) (InSh - Interior shading device: none(N), Blinds /Daperies(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (Ornt - compass orientation) EnergyGauge® FLRCPB v3.30 System Sizing Calculations - Summer Residential Load - Component Details Project Title: Code Only SECOND ST. SALLEY +LARRY BYRD Professional Version ALANTIC BEACH, FL Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 19.0 F 5/17/2006 Type Overhang Window Area(sqft) HTM Load Window Panes /SHGC /U /InSh /ExShOrnt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2, SHGC =0.66, 0.87, N, N E 0 0 30.0 0.0 30.0 28 77 2310 Btuh 2 2, SHGC =0.66, 0.87, N, N E 0 0 12.0 0.0 12.0 28 77 924 Btuh 3 2, SHGC =0.66, 0.87, N, N E 0 0 18.0 0.0 18.0 28 77 1386 Btuh 4 2, SHGC =0.66, 0.87, N, N S 0 0 30.0 0.0 30.0 28 42 1260 Btuh 5 2, SHGC =0.66, 0.87, N, N S 0 0 9.0 0.0 9.0 28 42 378 Btuh 6 2, SHGC =0.66, 0.87, N, N W 10 6 45.0 45.0 0.0 28 77 1260 Btuh 7 2, SHGC =0.66, 0.87, N, N W 10 8 17.0 17.0 0.0 28 77 476 Btuh 8 2, SHGC =0.66, 0.87, N, N S 6 6 20.0 20.0 0.0 28 42 560 Btuh 9 2, SHGC =0.66, 0.87, N. N W 0 0 45.0 0.0 45.0 28 77 3465 Btuh 10 2, SHGC =0.66, 0.87, N, N N 12 6 15.0 0.0 15.0 28 28 420 Btuh 11 2, SHGC =0.66, 0.87, N. N N 6 8 64.0 0.0 64.0 28 28 1792 Btuh 12 2, SHGC =0.66, 0.87, N, N E 0 0 16.0 0.0 16.0 28 77 1232 Btuh 13 2, SHGC =0.66, 0.87, N, N E 0 0 8.0 0.0 8.0 28 77 616 Btuh 14 2, SHGC =0.66, 0.87, N, N E 1.5 6 24.0 0.7 23.3 28 77 1813 Btuh 15 2, SHGC =0.66, 0.87, N, N S 10 6 60.0 60.0 0.0 28 42 1680 Btuh 16 2, SHGC =0.66, 0.87, N. N S 10 8 35.0 35.0 0.0 28 42 980 Btuh 17 2, SHGC =0.66, 0.87, N, N W 1.5 7 36.0 1.5 34.5 28 77 2700 Btuh 18 2, SHGC =0.66, 0.87, N, N N 1.5 6 15.0 0.0 15.0 28 28 420 Btuh 19 2, SHGC =0.66, 0.87, N, N W 0 0 27.0 0.0 27.0 28 77 2079 Btuh 20 2, SHGC =0.66, 0.87, N, N W 0 0 30.0 0.0 30.0 28 77 2310 Btuh 21 2, SHGC =0.66, 0.87, N, N N 1.5 8 30.0 0.0 30.0 28 28 840 Btuh 22 2, SHGC =0.66, 0.87, N, N N 1.5 10 30.0 0.0 30.0 28 28 840 Btuh Window Total 1 616 29741 Btuh Walls Type R -Value Area HTM Load 1 Concrete - Exterior 5.0 1577.0 2.2 3406 Btuh 2 Frame - Exterior 19.0 1450.0 1.3 1943 Btuh 3 Frame - Adjacent 19.0 329.0 0.8 276 Btuh Wall Total 3356.0 5626 Btuh Doors Type Area HTM Load 1 Insulated - Adjac 21.0 10.6 223 Btuh Door Total 21.0 223 Btuh Ceilings Type /Color R - Value Area HTM Load 1 Under Attic/Dark 30.0 2017.0 1.5 2945 Btuh 2 Single Assembly /Dark 19.0 308.0 2.1 659 Btuh Ceiling Total 2325.0 3604 Btuh Floors Type R -Value Size HTM Load 1 Raised Wood 19.0 1709.0 sqft 0.7 1127.94 Btuh 2 Raised Wood 19.0 308.0 sqft 0.7 203.28 Btuh Floor Total 2017.0 1 1331 Btuh EnergyGaugeO FLRCPB v3.30 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: Code Only SECOND ST. SALLEY +LARRY BYRD Professional Version ALANTIC BEACH, FL Climate: North 5/17/2006 Subtotal 61571 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.05) 3079 Btuh Total Btuh Loss 64650 Btuh Key'. Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) i EnergyGauge® FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.3 The higher the score, the more efficient the home. SECOND ST., ALANTIC BEACH, FL, I . New construction or existing Addition _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit Cap: 34.2 kBtu/hr _ 3. Number of units, if multi - family 1 _ SEER: 13.50 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap: 34.2 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 13.50 _ 6. Conditioned floor area (ft') 3296 ft' _ c. PTAC and Room Unit Cap: 18.0 kBtu/hr _ 7. Glass type and area: (Label reqd. by 13- 104.4.5 if not default) EER: 10.40 _ a. U- factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. (Dble, U =0.9) 64.0 ft' _ a. Electric Heat Pump Cap: 35.8 kBtu/hr _ b. SHGC: HSPF: 8.20 _ (or Clear or Tint DEFAULT) 7 b.(SHGC =0.66) 370.0 ft _ b. Electric Heat Pump Cap: 35.8 kBtu/hr _ 8. Floor types HSPF: 8.20 _ a. Raised Wood, Post or Pier R =19.0, 1709.0ft' _ c. N/A b. Raised Wood, Post or Pier R =19.0, 308.Oft' c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R =5.0, 1577.0 ft' _ EF: 0.90 _ b. Frame, Wood, Exterior R =19.0, 1450.0 ft' _ b. N/A _ c. Frame, Wood, Adjacent R =19.0, 329.0 ft' d. N/A _ c. Conservation credits _ c. N/A _ (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R =30.0, 2017.0 ft' _ 15. HVAC credits PT, _ b. Single Assembly R =19.0, 308.0 ft' _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A _ HF -Whole house fan, 11. Ducts PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R =6.0, 200.0 ft _ MZ- C- Multizone cooling, b. Sup: Unc. Ret: Unc. AH: Garage Sup. R =6.0, 200.0 ft _ MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building o��H$sTgr� Construction through the above energy saving features which will be installed (or exceeded) .y o in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Co c features. � /G � c DD�a r7 Builder Signature: Date: a A coD Address of New Hom e- � 3G 2A)C4- City /FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is no t a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStar your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638 -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 8501487 -1824. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass output on p ages 2 &4. 1✓nergyGauge® (Version: FLRCS v4.0) System Sizing Calculations - Winter Residential Load - Component Details Project Title: Code Only SECOND ST. SALLEY +LARRY BYRD Professional Version ALANTIC BEACH, FL Climate: North Reference City: Jacksonville (Defaults) Winter Temperature Difference: 38.0 F 5/17/2006 Window Panes /SHGC /Frame /U Orientation Area X HTM= Load 1 2, SHGC =0.66, Metal, 0.87 E 30.0 33.1 993 Btuh 2 2, SHGC =0.66, Metal, 0.87 E 12.0 33.1 397 Btuh 3 2, SHGC =0.66, Metal, 0.87 E 18.0 33.1 596 Btuh 4 2, SHGC =0.66, Metal, 0.87 S 30.0 33.1 993 Btuh 5 2, SHGC =0.66, Metal, 0.87 S 9.0 33.1 298 Btuh 6 2, SHGC =0.66, Metal, 0.87 W 45.0 33.1 1490 Btuh 7 2, SHGC =0.66, Metal, 0.87 W 17.0 33.1 563 Btuh 8 2, SHGC =0.66, Metal, 0.87 S 20.0 33.1 662 Btuh 9 2, SHGC =0.66, Metal, 0.87 W 45.0 33.1 1490 Btuh 10 2, SHGC =0.66, Metal, 0.87 N 15.0 33.1 496 Btuh 11 2, SHGC =0.66, Metal, 0.87 N 64.0 33.1 2118 Btuh 12 2, SHGC =0.66, Metal, 0.87 E 16.0 33.1 530 Btuh 13 2, SHGC =0.66, Metal, 0.87 E 8.0 33.1 265 Btuh 14 2, SHGC =0.66, Metal, 0.87 E 24.0 33.1 794 Btuh 15 2, SHGC =0.66, Metal, 0.87 S 60.0 33.1 1986 Btuh E 16 2, SHGC =0.66, Metal, 0.87 S 35.0 33.1 1158 Btuh 17 2, SHGC =0.66, Metal, 0.87 W 36.0 33.1 1192 Btuh 18 2, SHGC =0.66, Metal, 0.87 N 15.0 33.1 496 Btuh 19 2, SHGC =0.66, Metal, 0.87 W 27.0 33.1 894 Btuh 20 2, SHGC =0.66, Metal, 0.87 W 30.0 33.1 993 Btuh 21 2, SHGC =0.66, Metal, 0.87 N 30.0 33.1 993 Btuh 22 2, SHGC =0.66, Metal, 0.87 N 30.0 33.1 993 Btuh Window Total 616 20390 Btuh Walls Type R -Value Area X HTM= Load 1 Concrete - Exterior 5.0 1577 5.5 8674 Btuh 2 Frame - Exterior 19.0 1450 2.3 3335 Btuh 3 Frame - Adjacent 19.0 329 1.2 395 Btuh Wall Total 3356 12403 Btuh Doors Type Area X HTM= Load 1 Insulated - Adjac 21 9.4 197 Btuh Door Total 21 1976tuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 30.0 2017 1.3 2622 Btuh 2 Single Assembly 19.0 308 1.9 585 Btuh Ceilinq Total 2325 320713tuh Floors Type R -Value Size X HTM= Load 1 Raised Wood /Open 19 1709.0 sqft 1.8 3076 Btuh 2 Raised Wood /Open 19 308.0 sqft 1.8 554 Btuh Floor Total 2017 3631 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 32960(sgft) 220 9203 Btuh Mechanical 300 12540 Btuh Infiltration Total EnergyGaugeG FLRCPB v3.30 520 21743 Btuh J O G x � \ 5 m 3�3 gT � N U u�i • S O O N ( G t Z °� J \ � v p; O 0) = 0 fi R _ z o L m � T I a 00 _� N o 0 0 z l �i: ° $ k G T o ;i 141 Up !n: 1 O g x 2 tOl u� j a lb\ mg m : �> w ofi In { 8 o o °m -OD 9 M 3 0 3 Io IZ °� L o ° o I m ° °,; m M rn ti = C � O J AQ i O 1I�AA 7�J�000 p ��p �` 14 iL pQEI f r� O "�� x_ lG x at�l cxiARo I� �0 L_ Z 3 �V o x � Z � Z1 CD m f G O Z - X Q Rio G O O J O O -L o a g I ao n a l i o oo � G �O mNN aim � m (A oo ' cn o G C 7 c v m o gRb + o :� pg + I AZC c>> f2° I - c> m N °u1S1 y� H o C o m N o o a o axeg � \ D r f � f _ t Ai o 5; O S'�3 8 4F8 ®� I o m 2 ;1 $ 6698 ^� w 8 ^, MA P a s" G r CITY OF ATLANTIC BEACH S J 800 SENIINOLE ROAD -' -r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number . . . . . 06- 00034539 Date 1/05/07 Property Address . . . . . . 336 2ND ST Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc LP GAS ---------------------------------------------------------------------------- Owner Contractor ------------------ - - - - -- ------------------ - - - - -- RUSSELL SAWYER GAS COMPANY 98 PENMAN ROAD ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246 -6471 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/04/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDrG CODES. CITY OF ATLANTIC BEACH =- MECHANICAL PERMIT PLICATION Date: ) S Q Property Address: Z Owner: ` b6o.\ . ,ISSN Telephone #: Contractor: Telephone #: Contractor Address: SbVT4J pIJ Fax #: Contractor Signature: In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of g ood practice listed therein. Type of Heating Fuel: If other construction is being done on this building • Electric or site, list the building permit number: • Gas: LP _Natural _Central Utility ❑ Oil ❑ Other – S ec' MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat — Space _Recessed. _ Central _ Floor Residential ❑ Air Conditioning: Room _ Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfin ❑ Refrigeration 4 New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers: Number of Heads ❑ Elevator: _ – Manli$ Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add -on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other - Specify ❑ Other – Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton' s Agency HEATING — FURNACES, BOELERS4 IREPLACE AIR HANDLER'S Approving Number Units Description Model # Manufacturer BTU's Agency r 0 4N 4 3d `, 1 TANKS Nominal Capacity Type Liquid Serial Approving How Many & Dimensions Contained Manufacturer No. Agency 800 Seminole goad a Atlantic Beach, Florida 32233 =5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atiantic- beach.fl.us Revised 1104 ( �iiJr r ` lii J N� CITY. OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date /�y C�(r Permit Number Address !�,�(, 2' Contact Name Phone Heated Square Footage @ $ per sq ft = $ Garage / Shed @ $ per sq ft = $ Carport / Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ FILE COPY TOTAL VALUATION: $ Total Valuation 1 st $ Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + % Filing Fee $ FLOOD ZONE: () Fireplaces @ $35.00 $ IIviPERVIOUS SURFACE: AB CONSTRUCTION SURCHARGE $ CAPITAL IMPROVEMENT $ CITY RADON SURCHARGE $ SECTION H RYIPACT FEE $ SEWER IIviPACT FEES $ EfV� SEWER TAP FEES $ ST CONSTRUCTION SURCHARGE $ STATE RADON SURCHARGE $ WATER CONNECT/N ETER ONLY $ WATER CONNECT/TAP & METER $ WATER CROSS CONNECTION $ WATER INVACT FEE $ OTHER $ GRAND TOTAL DUE: 1/13/03 r �' � ✓ r+ j ' CITY OF ATLANTIC BEACH s� 800 SEMINOLE ROAD s) V ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number . . . . . 06- 00033198 Date 9/14/06 Property Address . . . . 336 2ND ST Tenant nbr, name DUPLEX REMODEL Application type description RESIDENTIAL ADD /RENOVATE /ALTER Property Zoning . . . . . TO BE UPDATED Application valuati n . . . . 400000 Owner Contractor ------------------------ ------------------------ BYRD DEAN RUSSELL CONSTRUCTION CO. 336 2ND STREET 438 OSCEOLA AVE ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 241 -3334 ---------------------- ---I--------------------------------------------------- Permit . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1360.00 Plan Check Fee 680.00 Issue Date . . . . Valuation . . . . 400000 Expiration Date . . 3/13/07 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . WATER IMPACT FEE 620.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- Permit Fee Total 1360.00 1360.00 .00 .00 Plan Check Total 680.00 680.00 .00 .00 Other Fee Total 620.00 620.00 .00 .00 Grand Total 2660.00 2660.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORD CE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. WATER IMPACT FEE WORKSHEET ADDRESS: 33 lai¢.e a, - / 19 / o DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 i Automatic clothes washers, residential 2 oZ Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 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 fountainAcemaker % Floor drains 2 Hose bib 1 3 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray (1 or 2 compartments) 2 a Lavatory 1 Shower compartment domestic 2 Sink 2 Urinal 4 a 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 3 Water closet, public installation g TOTAL NUMBER OF UNITS= MULTIPUED X 20 TOTAL $ r - CITY OF ATLANTIC BEACH S } PLAN REVIEW SHEET j . r S.Mak0 Building Department Public Works &Public Utilities Departments )ggins 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904) 247 -5800 (904) 247 -5834 a uznia (904) 247 -5845 Fax (904) 247 -5843 Fax Public afety PLAN REVIEW COMMENTS 5 fG� Permit Application # 06 _: 33 / Prop e rty Address: & C> d f Applicant: 00 1k] 77 Project: This permit application has been: 0 Approved as noted by the Department. Final application approval must come from the Building Department. 0 Reviewed and the following items need attention: e 12 ea r - t '/A� . l� Please re- submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: iv. Detached Private Garages and carports, not to exceed six hundred (600) square feet of Lot Area and fifteen (15) feet in height, except in accordance with Section 24 -88 or the provisions of the following paragraph. Only one detached Private Garage or carport shall be allowed on any single residential Lot, and such Structures shall comply with applicable Side Yard requirements and shall be a minimum distance of ten (10) feet from the rear Lot Line. Detached Private Garages, not to exceed six hundred (600) square feet of Lot Area may be constructed to a height of twenty -five (25) feet provided that such Structures shall comply with applicable Side Yard requirements and shall be a minimum distance of fifteen (15) feet from the rear Lot Line. A detached Private Garage shall be a minimum distance of ten (10) feet from the Principal Building. v. Gazebos and similar Structures, not to exceed 150 square feet and ten (10) feet in height for a flat roof or twelve (12) feet in height for a peaked roof; and a minimum distance of five (5) feet from the rear and side Lot Lines. vi. Private Swimming Pools in accordance with Section 24 -164. vii. Home Office (but not a Home Occupation). viii.Private ball courts and other similar private recreational Uses. ix. Skateboard, skating, bicycle or similar ramps, for use on private property onl )laced or constructed in fixed locations and made of wood, block, concrete , materials, provided that these are not located within Required Front Yards or to An 'ands on a Corner Lot. Due to excessive noise, which may result from the use a ramps, time of use shall be limited to the hours between 9:00am and 10:00pm . tinoved ramps shall be maintained in a safe and good condition, and shall be disassembled from the property if allowed to deteriorate to an unsafe or unsightly appearanc x. Storage and tool sheds, not to exceed 150 square feet and ten feet in h ght for a flat roof or twelve feet in height for a peaked roof. Only one detached storage or tool shed shall be allowed on any single residential Lot, and such Structures shall comply with applicable Side Yard requirements and shall be a minimum distance of ten (10) feet from the rear Lot Line. xi. Screened enclosures and pool cages with screened roofs or similar non - structural roofs such as awnings and the like, not to exceed 600 square feet and fifteen (15) feet in height and located a minimum of five (5) feet from any side or rear Lot Line. Such detached screened enclosures shall not be allowed in Required Front Yards. xii. Dog houses not to exceed five (5) square feet and five (5) feet in height. xiii.Personal pets, limited to those animals customarily considered as pets, and kept only on the same premises of the occupant(s) of the residential Principal Building. (2) In any Zoning District; except as to private Swimming Pools: i. All Accessory Uses and Structures shall comply with the Use limitations applicable to the Zoning District in which they are located. Initial Effective Date: January 01,2002 Last amended April 11, 2005 as adopted by Ordinance Number 90 -01 -173 as adopted by Ordinance 90 -05 -186 71 HP Officejet 7410 Log for Personal Printer /Fax/Copier /Scanner Information Systems 904 - 247 -5845 Sep 15 2006 11:01 AM Last Transaction Date Time Type Identification Duration Pages Result Sep 15 11:OOAM Fax Sent 5843 1:12 3 OK CITY OF ATLANTIC BEACH �1 PLAN REVIEW SHEET Routed to: S.Makowski C P O g Department Public Works & Public Utilities Departments L. Higgins O mmole Road 1200 Sandpiper Lane S. Doerr Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 R. Carper D. (904) 247 -5800 (904) 247 -5834 Publi c Safety (904) 247 -5845 Fax (904) 247 -5843 Fax Public PLAN REVIEW COMMENTS Permit Application # )6 -33/c/9 21 Property Address: to C'-) h 8 '� / Applicant: Project: This permit application has been: -I� Approved as noted by the J De artment. Final application approval must come from the Building Department. 6/ Reviewed and the following items need attention:; / 900 z 6vt,L S w N� %s Poo i f ' ooF,,.i� �7Z, o W 14 s � la y I! �A 23, F � y� d LC N �Qd and lease re- submit our lication wh items have been completed. Reviewed By: Date: z3 IV Date Contractor Notified: �� 8 � 01 BEACH CITY OF ATLANTIC Ro PLAN REVIEW SHEET .Mako . J L. H1 Ins Building Department Public Works & Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 . Ka uzni (904) 247 -5800 (904) 247 -5834 Public Safety (904) 247 -5845 Fax (904) 247 -5843 Fax PLAN REVIEW COMMENTS Permit Application # r Pro pe rty Address: '' 0 J7_4 P f I Applicant: project: This pe it ap iication has been: Department. A p ed as noted by th De artment. Final application approval must come from the Building p D Reviewed and the following items need attention: vlS ��il a0 4� ? ova To All drainage must flow to the street. Provide erosion and sediment control details. Provide on -site storage calculations for increased 64c impervious coverage . Public Works will perform ' Q/tw calculations if pre - development and post - development impervious areas are provided. Gt, 4t ��-- % Y please re- submit vatir si nnlication when these items have been com feted. i Reviewed By: Date: j Date Contractor Notified: m (a 71U C ;IVED (no Fzz� � ! 2 2006 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (New / Residential & Commercial) Date: Job Address: (!° Owner's Name: LI/J Vvi g -C f-- A ► z `� �i Phone: Address: i .I/ �-y r-y _� A ---T Legal Description: Block Number: Lot Number: District: Contractor: irl LVW, State License Number: Address: �r LP 1 !�T Phone: �- city: A L Fir fit-- State: EL Zip: 12 Fax: Describe proposed use and work to be done: 1 93--1 15�F PLA-_� Present use of land or building(s): V APL. Valuation of proposed construction: 0 0 Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, addition of 5% or more to the original impervious area or the removal of any trees? XNO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate Incomplete applications may result in delay in issuance of permit. 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 -5826. 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 or grading plan 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 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, 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 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ei.atiantic- beach.fl.us Page 2 Revised 8/04 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. If required by the Department of Public Works, a pre - construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations. Include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept., Planning Dept., Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application (please print). Name: �� f1� -.rte �`� l�-T Mailing Address: Telephone: 0 1 0 4 1 I _ 4 :1 Fax: E -Mail: I hereby certify that I have read and examined this application and attached documentation 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 Owner: Date: o AS TO OWNER: Sworn to and subscribed before me this day of �CJV�., -� 20 U State of Florida, County of Duval Eus� p �— Notary Public, State of Florida Notary's Signature: Commission #DD548124 My comm. expires May 3. 2010 ❑ Personally known Produced identification Type of identification produced � ( Ve f S L: c2, .r.� Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of 1 20 State of Florida, County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 Fag: (904) 247 -5845 - http : / /www.ei.atiantic- beach.fl.us Page 3 Revised 8/04 FD 1 2 " 0 }i- - - dW -v , POWER( -- OH - -- =v t O /� Q >t ON POLE ALSO FD P OLE (NO CAP) (LB 1704) 48.80 0.27'' SOUTHERLY °26.20' w 250.00' 900 25' (EAST 1 / ) I O p X90. 3 O, O 0 0, LL 00., l .110 001 U) O o o Q ~ ^ i ri r7 O� 25' 0 1.20' Cn •� O I Q a 1W - BRICK STEPS w BRICK AND BLOCK PLANTER o! 2: D _ v If) ;" 0 d1 41.7' 7. 1' 0.6' , , I COVERED ENTRY x '� x -x z 5.2 13.3 a ' 1 STORY FRAME x m m DWELLING #336 d 7.7' rni FINISH FLOOR ELEVATION: (12.48) N x w �,v W� p O N OIL M I O W 41.7' 7 1' • w 7.7' w 0 ° WELL x M y O 5.21 13.3' STEP ( 0 I � O 8.9' x r 17.3' I O B L O; C K 3 x 3 STORY I CONCRETE x m v a in BLOCK i'] 4 NOTE: EDGE OF BLOCK o� N DWELLING N WALL ALONG LINE v a ,p338 x FIN FL EL I x 8 (11.66) I m L O T 3 L O T 1 1 z (EXCEPTION WEST 1.20') x m 8.9 17.3 , 0 0 I I ( 90 0 0 METAL 7.0' u 6.5' i 90.0. SHED 0 o 0 0 ; 6.1 x 0 O N Y Ol � x 0 .7' (NO CAP) 26.20' (LB 1704) (NO CAP) x -x x x x- x- x -x -x - x -x--- 0.9' 1.1* 0.5' ��8.80' . 8 O' 2.3' 4' CHAIN LINK FENCE 6 WOOD FENCE L 0 T L O T 1 6 L O T 1 4� L O T 1 2 1 0 NOTES: 1. ELEVATIONS SHOWN THUS: (12.00) REFER TO NATIONAL GEODETIC VERTICAL DATUM. 2. NORTH ARROW SHOWN IS AN APPROXIMATION ONLY. TRUE NORTH MAY VARY. 3. REFERENCE BENCH MARK: FOUND RAILROAD SPIKE IN POWER POLE AT SE INTERSECTION OF SHERRY DRIVE AND FOURTH STREET. ELEVATION: (10.38) 1 HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE LEGEND AINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17 -6, FLORIDA ■ FOUND CONCRETE MONUMENT 4DMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT • 1/2" FOUND IRON, AS NOTED THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. O 1/2' SET IRON - LB 1704 B.R.L. BUILDING RESTRICTION LINE A CENTRAL ANGLE VOTE: THE LOT SURVEYED HEREON APPEARS TO LIE WI1HiN FLGaIZ CLARWIN AND ASSWATE!% INC. R RADIUS 'ONE X. AS SCALED FROM THE FLOOD INWRAWX. RATE 1643 NALDO AVE.. JACKSONVILLE. FL, 32207 L ARC LENGTH CH CHORD TAPS, COMMUNITY PANEL NO. 120077 - 0070 E DA1ED 13- 19 -69. P.C. POINT OF CURVATURE P.T. POINT OF TANGENCY iURVEYED JUNE 2 FD. FOUND ZOO6. - R RIGHT -OF -WAY FIN FL EL FINISH FLOOR ELEVATION )CALF: 1' = 20' -x- S' WOOD FENCE REGISTERED SURVEYOR NO. 4W. FLORIDA wwTIES TO FACE AN LINK FIELD BOOK 536 PAGE 60 JOSE A. HILL JR. -o W/TIES TO FACE FE NCE - OVERHEAD POWER LINE SURVEY NOT VALID WITHOUT EMBOSSED SURVEYORS SEAL June 29, 2006 Mr. Stan Makowski Building Official City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 i Re: Permit Application #06 -33198 Property Address: 336 2 "d St Dear Mr. Makowski: The attached plans have been have been revised to meet with the requirements of a 2 hour firewall per the 2004 Florida Building Code. Sections of the FBC 2004 that were used as guidelines in the design of the firewall are summarized and outlined below. 705.4.1.2 Townhouse fire separation 1. Townhouses three stories in height or less can be separated by a fire wall having a 2 -hour fire resistance rating. The overall rating of the firewall is 2 hour. 2. Such firewall shall be continuous from the foundation to the underside of the roof sheathing and no less than a 4 -foot width on each side of the wall shall be of noncombustible material. 5/8" Type X gypsum board has been specified. Attached find copies of the sections of the FBC 2004 code for your reference and review. Thank you for time and assistance in this matter. Sincerely, Al Larry Byrd 1� FIRE - RESISTANCE -RATED CONSTRUCTION 704.12 Opening protection. Windows required to be pro- TABLE 705.4 tected in accordance with Section 704.8, 704.9, or 704.10 shall FIRE WALL FIRE - RESISTANCE RATINGS comply with Section 715.4.8. Other openings required to be GROUP FIRE - RESISTANCE RATING (hours) protected with fire doors or shutters in accordance with Sec- A, B, D, E, H -4, I, R -1, R -2, U 3a tions 704.8, 704.9 and 704.10 shall comply with Section 715.3. F -1, H -3b, H -5, M, S -1 3 Exception: Fire protective assemblies are not required b where the building is protected throughout by an automatic H -1, H -2 4 sprinkler system and the exterior openings are protected by F -2, S -2, R -3, R -4 2 an approved water curtain using automatic sprinklers ap- a. Walls shall be not less than 2 -hour fire- resistance rated where separating proved for that use. The sprinklers and the water curtain buildings of Type II or V construction. shall be installed in accordance with NFPA 13. b. For Group H -1, H -2 or H -3 buildings, also see Sections 415.4 and 415.5. c. For the purposes of determining height and area in accordance with Table 704.12.1 Unprotected openings. Where protected open- 503, fire walls dividing buildings into separate buildings shall provide a ings are not required by Section 704, windows and doors 4 -hour fire- resistance rating. shall be constructed of any approved materials. Glazing shall conform to the requirements of Chapters 24 and 26. 705.4.1 Townhouse fire separation. 704.13 Joints. Joints made in or between exterior walls re- quired by this section to have a fire- resistance rating shall com- 705.4.1.1 Each townhouse shall be considered a separate ply with Section 713. building and shall be separated from adjoining town - Exception: Joints in exterior walls that are permitted to houses by a party wall complying with Section 503.2 or have unprotected openings. by the use of separate exterior walls meeting the require - ments of Tables 601 and 602 for zero clearance from 704.13.1 Voids. The void created at the intersection of a property lines as required for the type of construction. floor /ceiling assembly and an exterior curtain wall assem- Separate exterior walls shall include one of the follow - bly shall be protected in accordance with Section 713.4. ing: 704.14 Ducts and air transfer openings. Penetrations by air 1. A parapet not less than 18 inches (457 mm) above ducts and air transfer openings in fire- resistance -rated exterior the roof line. walls required to have protected openings shall comply with 2. Roof sheathing of noncombustible material or fire Section 716. retardant treated wood, for not less than a 4 foot Exception: Foundation vents installed in accordance with (1219 mm) width on each side of the exterior di- this code are permitted. viding wall. 3. One layer of 5 /8 inch (15.9 mm) Type X gypsum board attached to the underside of roof decking, for SECTION 705 not less than a 4 foot (1219 mm) width on each side FIRE WALLS of the exterior dividing wall. 705.1 General. Each portion of a building separated by one or 705.4.1.2 When not more than three stories in height, more fire walls that comply with the provisions of this section townhouses may be separated by a sin le wa mee in shall be considered a separate building. For the purposes of de- e o owing requirements terminng height and area in accordance with Table 503, fire walls dividing buildings into separate buildings shall provide a- 1. Such wall shall provide not less than a 2 -hour 4 -hour fire- resistance rating. The extent and location of such fire - resistance rating. Plumbing, piping, ducts, fire walls shall provide a complete separation. Where a fire electrical or other building services shall not be in- wall also separates groups that are required to be separated by a stalled within or through the 2 -hour wall, unless fire barrier wall, the most restrictive requirements of each sepa- such materials and methods of penetration have ration shall apply. Fire walls located on lot lines shall also com- been tested in accordance with Section 703. I ply with Section 503.2. Such fire walls (party walls) shall 2. Such wall shall be continuous from the foundation provide a 4 -hour fire- resistance rating and shall be constructed to the un erside of the r9of sheathing or sha 1 have without openings. a parapet extending not less than 18 inches (457 705.2 Structural stability. Fire walls shall have sufficient mm) and no less than a 4 -foot 0 219 mm wi th on structural stability under fire conditions to allow collapse of each side of the wa s all b noncombusti constriction on either side without collapse of the wall for the mat is or fire -retar ant - treated wood. or one duration of time indicated by the required fire - resistance rat- lamer o5/,, nch (15.9 mm) L2e X gypsum w 11 - ing board a ttach d to the underside of the roof deck 705.3 Materials. Fire walls shall be constructed of any ap- in proved noncombustible materials. 3. Each dwelling unit sharing such wall shall be de- signed and constructed to maintain its structural 705.4 Fire- resistance rating. Fire walls shall have a fire - resis- integrity independent of the unit on the opposite I I tance rating of not less than required by Table 705.4. side of the wall. 7.6 FLORIDA BUILDING CODE — BUILDING FIRE- RESISTANCE -RATED CONSTRUCTION • Exception: Said wall may be penetrated by be separated from the building by a minimum of roof and floor structural members provided that 1 -hour fire- resistance -rated construction for a dis- the fire- resistance rating and the structural in- tance on each side of the fire wall equal to the depth tegrity of the wall is maintained. of the projecting element. The wall is not required 705.5 Horizontal continuity. Fire walls shall be continuous to extend under the projecting element where the from exterior wall to exterior wall and shall extend at least 18 building exterior wall is not less than 1 -hour ii iches (457 mm) beyond the exterior surface of exterior walls. fire - resistance rated for a distance on each side of the fire wall equal to the depth of the projecting el- Exceptions: ement. Openings within such exterior walls shall 1. Fire walls shall be permitted to terminate at the inte- be protected by fire assemblies having a fire pro - rior surface of combustible exterior sheathing or sid- tection rating of not less than 3 /, hour. ing provided the exterior wall has a fire- resistance 3. For combustible horizontal projecting elements rating of at least 1 hour for a horizontal distance of at with concealed spaces, the fire wall need only ex- least 4 feet (1220 mm) on both sides of the fire wall. tend through the concealed space to the outer Openings within such exterior walls shall be pro- edges of the projecting elements. The exterior wall tected by fire assemblies having a fire protection rat- behind and below the projecting element shall be ing of not less than 3 /, hour. of not less than 1 -hour fire- resistance -rated con - 2. Fire walls shall be permitted to terminate at the inte- struction for a distance not less than the depth of rior surface ofnoncombustible exterior sheathing, ex- the projecting elements on both sides of the fire terior siding or other noncombustible exterior finishes wall. Openings within such exterior walls shall be provided the sheathing, siding, or other exterior protected by fire assemblies having a fire- protec- noncombustible finish extends a horizontal distance tion rating of not less than 3 /, hour. of at least 4 feet (1220 mm) on both sides of the fire 705.6 Vertical continuity. Fire walls shall extend from the wall. foundation to a termination point at least 30 inches (762 mm) 3. Fire walls shall be permitted to terminate at the inte- above both adjacent roofs. rior surface of noncombustible exterior sheathing Exceptions: • where the building on each side of the fire wall is pro- tected by an automatic sprinkler system installed in 1. Stepped buildings in accordance with Section accordance with Section 903.3.1.1 or 903.3.1.2. 705.6.1. 705.5.1 Exterior walls. Where the fire wall intersects the 2. Two -hour fire - resistance -rated walls shall be a it- exterior walls, the fire- resistance rating for the exterior late at the underside of roof sLeathi_ng- walls on both sides of the fire wall shall have a 1 -hour ec or s a rove e fire- resistance rating with 3 /, -hour opening protection where ""° ° " ""°' "� opening protection is required. The fire- resistance rating of 2.1. The lower roof assembly within 4 feet (1220 the exterior wall shall extend a minimum of 4 feet (1220 nim) of the wall has not less than a 1 -hour mm) on each side of the intersection of the fire wall to exte- fire- resistance rating and the entire length and rior wall. Exterior wall intersections at fire walls that form span of supporting elements for the rated roof an angle equal to or greater than 180 degrees (3.14 rad) do assembly has a fire- resistance rating of not not need exterior wall protection. less than 1 hour. 705.5.2 Horizontal projecting elements. Fire walls shall 2.2. Openings in the roof shall not be located within 4 feet (1220 mm) of the fire wall. extend to the outer edge of horizontal projecting elements 2.3. Each building shall be provided with not less such as balconies, roof overhangs, canopies, marquees and architectural projections that are within 4 feet (1220 mm) of than a Class B roof covering. the fire wall. 3. Walls shall be permitted to terminate at the underside Exceptions: of noncombustible roof sheathing, deck, or slabs where both buildings are provided with not less than a 1. Horizontal projecting elements without concealed Class B roof covering. Openings in the roof shall not spaces provided the exterior wall behind and be- be located within 4 feet (1220 mm) of the fire wall. low the projecting element has not less than 1 -hour 4. In buildings of Type III, IV and V construction, walls fire- resistance -rated construction for a distance shall be permitted to terminate at the underside of not less than the depth of the projecting element on combustible roof sheathing or decks provided: both sides of the fire wall. Openings within such exterior walls shall be protected by fire assemblies 4.1. There are no openings in the roofwithin 4 feet having a fire protection rating of not less than 3/, (1220 mm) of the fire wall, • hour. 4.2. The roof is covered with a minimum Class B 2. Noncombustible horizontal projecting elements roof covering, and with concealed spaces, provided a minimum 4.3. The roof sheathing or deck is constructed of 1 -hour fire- resistance -rated wall extends through fire- retardant - treated wood for a distance of 4 the concealed space. The projecting element shall feet (1220 mm) on both sides ofthe wall or the FLORIDA BUILDING CODE - BUILDING 7 FIRE - RESISTANCE -RATED CONSTRUCTION roof is protected with 5 / e inch (15.9 mm) Type Exception: Penetrations by ducts and air transfer openings • X gypsum board directly beneath the under- of fire walls that are not on a lot line shall be allowed pro - side of the roof sheathing or deck, supported vided the penetrations comply with Sections 712 and 716. by a minimum of 2 -inch (51 mm) nominal led- The size and aggregate width of all openings shall not ex- gers attached to the sides of the roof framing ceed the limitations of Section 705.8. members for a minimum distance of 4 feet (1220 mm) on both sides of the fire wall. 5. Buildings located above a parking garage designed in SECTION 706 f accordance with Section 508.2 shall be permitted to FIRE BARRIERS have the fire walls for the buildings located above the 706.1 General. Fire barriers used for separation of shafts, ex- parking garage extend from the horizontal separation its, exit passageways, horizontal exits or incidental use areas, to between the parking garage and the buildings. separate different occupancies, to separate a single occupancy 705. 6.1 Stepped buildings. Where a fire wall serves as an into different fire areas, or to separate other areas where a fire exter or wall for a building and separates buildings having barrier is required elsewhere in this code or the Florida Fire diffei ent roof levels, such wall shall terminate at a point not Prevention Code, shall comply with this section. less man 30 inches (762 mm) above the lower roof level, 706.2 Materials. The walls and floor assemblies shall be of provi Jed the exterior wall for a height of 15 feet (4572 mm) materials permitted by the building type of construction. abov the lower roof is not less than 1 -hour fire - resis- 706.3 Fire - resistance rating. The fire- resistance rating of the tance rated construction from both sides with openings pro - walls and floor assemblies shall comply with this section. tected by assemblies having a / -hour fire protection rating. E ception• Where the fire wall terminates at the under- 706.3.1 Shaft enclosures. The fire- resistance rating of the fire barrier separating building areas from a shaft shall com - si a of the roof sheathing, deck or slab of the lower roof, ply with Section 707.4. provided: 706.3.2 Exit enclosures. The fire- resistance rating of the 1. The lower roof assembly within 10 feet (3048 mm) fire barrier separating building areas from an exit shall com - of the wall has not less than a 1 -hour fire- resistance ply with Section 1019.1. rating and the entire length and span of supporting elements for the rated roof assembly has a fire -re- 706.3.3 Exit passageway. The fire- resistance rating of the • sistance rating of not less than 1 hour. separation between building areas and an exit passageway 2. Openings in the lower roof shall not be located shall comply with Section 1020.1. within 10 feet (3048 mm) of the fire wall. 706.3.4 Horizontal exit. The fire- resistance rating of the 705.7 C4 imbustible framing in fire walls. Adjacent combusti- separation between building areas connected by a horizon - ble members entering into a concrete or masonry fire wall from tal exit shall comply with Section 1021.1. opposite sides shall not have less than a 4 -inch (102 mm) dis- 706.3.5 Incidental use areas. The fire barrier separating in- tance between embedded ends. Where combustible members cidental use areas shall have a fire- resistance rating of not frame in o hollow walls or walls of hollow units, hollow spaces less than that indicated in Table 302.1.1. shall be olidly filled for the full thickness of the wall and for a 706.3.6 Separation of mixed occupancies. Where the pro - distance not less than 4 inches (102 mm) above, below and be- visions of Section 302.3.2 are applicable, the fire barrier tween the structural members, with noncombustible materials separating mixed occupancies shall have a fire- resistance approvei I for fireblocking. rating of not less than that indicated in Section 302.3.2 based 705.8 O enings. Each opening through a fire wall shall be pro- on the occupancies being separated. tected ir accordance with Section 715.3 and shall not exceed 706.3.7 Single - occupancy fire areas. The fire barrier sepa- 120 squ a feet (11 m The aggregate width of openings at any rating a single occupancy into different fire areas shall have floor lev 1 shall not exceed 25 percent of the length of the wall. a fire- resistance rating of not less than that indicated in Ta- Exce tions: ble 706.3.7. 1. Openings are not permitted in party walls constructed TABLE 706.3.7 FIRE - RESISTANCE RATING REQUIREMENTS FOR FIRE in accordance with Section 503.2. BARRIER ASSEMBLIES BETWEEN FIRE AREAS 2. Openings shall not be limited to 120 square feet (11 OCCUPANCY GROUP FIRE - RESISTANCE RATING (hours) m where both buildings are equipped throughout with an automatic sprinkler system installed in accor- H -1, H -2 4 dance with Section 903.3.1.1. F -1, H -3, S -1 3 705.9 Pc netrations. Penetrations through fire walls shall com- A, B, E, D, F -2, H -4, H -5, ply with Section 712. 1, M, R, S -2, F -3 2 I I 705.10 Joints. Joints made in or between fire walls shall com- U 1 • ply with Section 713. 706.4 Continuity of fire barrier walls. Fire barrier walls shall 705.111 lucts and air transfer openings. Ducts and air trans- extend from the top of the floor /ceiling assembly below to the fer openings shall not penetrate fire walls. underside of the floor or roof slab or deck above and shall be se- 7.8 FLORIDA BUILDING CODE — BUILDING CITY OF ATLANTIC BEACH J PLAN REVIEW SHEET Ro iJ .yr .MakoW Building Department Public Works & Public Utilities Departments L. Higgins 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 C (904) 247 -5800 (904) 247 -5834 . Kaluzni (904) 247 -5845 Fax (904) 247 -5843 Fax Public Safety PLAN REVIEW COMMENTS p Permit Application # V 331 / Property Address: �T'e r Applicant: ,YR D - 10 W NF 4 Project: - D ,o %X 2EMac � This permit application has been: E Approved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: ow �� ro r✓Acc s /- 70 S6- mo oRk. T . T u o 10 r 4(44t, JAIJUL, Please re- submit your Nppliomion when these items have been completed. � eviewed By: cS � Date: ,� / A& Date Contractor Notified: CITY OF ATLANTIC BEACH t PLAN REVIEW SHEET Ro \° .Mak Building Department Public Works & Public Utilities Departments *PublicSaf�ety 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904) 247 -5800 (904) 247 -5834 (904) 247 -5845 Fax (904) 247 -5843 Fax PLAN REVIEW COMMENTS Permit Application # b � 33 / Property Address: Applicant: Project: �1t,0 This permit application has been: 0 Approved as noted by the Department. Final application approval must come from the Building Department. 0 Reviewed and the following items need attention: S ow o,V L P 7o S" A tZf w# S ;Q1f jv*U.5, 13. "o 77 6 Please re- Submit our a tion when these items have been com leted. Reviewed By: Date: ok Date Contractor Notified: C!, CITY OF ATLANTIC BEACH �� BUILDING PERMIT APPLICATION 2006 (New / Residential & Commercial) Date: Job Address: it Owner's Name: �+ _ -A V K-c A i IC - f P `Tizf Address: loo rl ! S - A ' `Z'2. -2 7 ' Phone: Legal Description: Block Number: Lot Number: Zoning District: Contractor: Lk) Al State License Number: Address: 1 L?2 G7 L ! tT Phone: L 2 I - L 4- City: Aa . &, State: FL.. Zip: 22 - 5 Fax: Describe proposed use and work to be done: RiaLil ',/S` ew"Q eE Present use of land or building(s): Ov PL. l� '` < Valuation of proposed construction: :10 © L, Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, addition of 5% or more to the original impervious area or the removal of any trees? NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate Incomplete applications may result in delay in issuance of permit. 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 -5826. 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 or grading plan 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 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, 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 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Page 2 Revised 8/04 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. If required by the Department of Public Works, a pre - construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations. Include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept., Planning Dept., Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application (please print). Name: M l AVZ tZ > Mailing Address: Ll ? - "4 1 Telephone: U � l '� 'L4:1 Fax: E - Mail: I hereby certify that I have read and examined this application and attached documentation 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 Owner: Date: AS TO OWNER: Sworn to and subscribed before me this -f day of ��CJt� , 20 U . State of Florida, County of Duval uSA BAKER 1P P Notary's Signature: Notary Public, State of Florida Commission# DD548124 My comm. expires May 3. 2010 ❑ Personally known Produced identification Type of identification produced Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of , 20 State of Florida, County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 Fax: (904) 247 -5845 - http: / /www.ei.atiantic- beach.fl.us Page 3 Revised 8/04 r CITY OF ATLANTIC BEACH Y f BUILDING PERMIT APPLICATION x (New / Residential & Commercial) Date: t(/ Job,Address: Owner's Name: Pig l L, L A Ki•O, I F - yP Address: ? : , (/ 492 e A 2 ? Phone: '? 7v Legal Description: Block Number: Lot Number: District: Contractor: 1 00A/ tom, State License Number: Address: ; '�_r t7 � Phone: 7� - L 4- City. EKAL State: FL,_ Zip: 1'1 Fax: Describe proposed use and work to be done: - Present use of land or building(s): t?U E L :��l Valuation of proposed construction: g 0 42 rS. Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will'this project involve changes in elevation, site grade or any use of fill material, addition of 5% or more to the original impervious area or the removal of any trees? X NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. 0 YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. El NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate Incomplete applications may result in delay in issuance of permit. 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 904247 -5826. 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 or grading plan 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 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, 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 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Page 2 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Revised 8/04 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. If required by the Department of Public Works, a pre - construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations. Include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept., Planning Dept., Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application (please print). Name: IM Y'� 1 , A YZ tZ NI r> Mailing Address: "I -' Telephone: D "? — '3 7 '� Fax: E - Mail: I hereby certify that I have read and examined this application and attached documentation 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 Owner: Date: i -� 2-O o AS TO OWNER: f�. Sworn to and subscribed before me this day of 20 v (� State of Florida, County of Duval A .0 E� LISA BAKER Notary's Signature: Notary Public, State of Florida Commissions D0548124 My comm. expires May 3, 2010 ❑ Personally known Produced identification Type of identification produced dx— <Vef Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of 20 State of Florida, County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced 800 Seminole Road - Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 Fag: (904) 247 -5845 • http : / /www.ei.atiantic- beach.fl.us Page 3 Revised 8104 JUN Q g 2006 CITY OF ATLANTIC BEACH } OWNER/BUILDER AFFIDAVIT Date: Job Address: 7 `f; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IlvIPROVE A ONE - OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE. BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT TT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO NTROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER $2,000) BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES; OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER "DIRECT SUPERVISION OF THE OWNER, WHO MUST BE ON THE JOB AT ALL TRvIES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD. ALSO OBSERVE IRS WITHHOLDING TAX AND /OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455 - 228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR- TELEPHONE THE BUILDING DEPARTMENT (247 -5826) IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AN COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER- BUILDER PERMIT. OWNER/BUILDER PROPERTY OWNERUILDER SWORN TO AND SUBSCRIBED BEFORE ME THIS l7 DAY OF C�C Y1-e 20a6 NOTARY PUBLIC MY COMMISSION EXPIRES: NOTE: PHRASES UNDERLINED ABOVE. O \ � a > �+ � w � w� Lo Z. og W o 3M AUGdMW FORM 60OA -2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: SALLEY +LARRY BYRD Builder: DEAN RUSSELL CONST� Address: SECOND ST. Permitting Office: ALANTIC BEACH City, State: ALANTIC BEACH, FL Permit Number: Owner: Jurisdiction Number: Climate Zone: North I. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi - family Single family - a. Central Unit Cap: 34.2 kBtu/hr - 3. Number of units, if multi - family 1 _ SEER: 13.50 - 4. Number of Bedrooms 3 - b. Central Unit Cap: 34.2 kBtu/hr - 5. Is this a worst case? Yes _ SEER: 13.50 - 6. Conditioned floor area (ft') 3296 ft' - c. PTAC and Room Unit Cap: 18.0 kBtu/hr - 7. Glass typel and area: (Label reqd. by 13- 104.4.5 if not default) EER: 10.40 - a. U- factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. (Dble, U =0.9) 64.0 ft' - a. Electric Heat Pump Cap: 35.8 kBtu/hr - b. SHGC: HSPF: 8.20 _ (or Clear or Tint DEFAULT) 7b. (SHGC =0.66) 370.0 ft' - b. Electric Heat Pump Cap: 35.8 kBtu/hr - 8. Floor types HSPF: 8.20 - a. Raised Wood, Post or Pier R =19.0, 1709.0W - c. N/A - b. Raised Wood, Post or Pier R =19.0, 308.0W - - c. N/A - 14. Hot water systems l i 9. Wall types a. Electric Resistance Cap: 50.0 gallons - a. Concrete, Int Insul, Exterior R =5.0, 1577.0 ft' - EF: 0.90 - b. Frame, Wood, Exterior R =19.0, 1450.0 ft' _ b. N/A _ c. Frame, Wood, Adjacent R=19.0,329.0 ft' 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, 2017.0 ft' 15. HVAC credits PT, - b. Single Assembly R =19.0, 308.0 W - (CF- Ceiling fan, CV -Cross ventilation, c. N/A _ HF -Whole house fan, 11. Ducts - PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R =6.0, 200.0 ft MZ- C- Multizone cooling, b. Sup: Unc. Ret: Unc. AH: Garage Sup. R =6.0, 200.0 ft - MZ- H- Multizone heating) Glass /Floor Area: 0.19 Total as -built points: 42238 PASS Total base points: 42332 1 hereby certify that the plans and specifications covered by Review of the plans and JUE ST this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance PREPARED BY: fai_sfcr►s with the Florida Energy Code. DATE &24/04 ,,,, Before construction is completed a r- this building will be inspected for b I hereby certify that this building, as designed, is in compliance compliance with Section 553.908 fl, with the Florida Energy Code. Florida Statutes. C AD WE OWNER/AGENT: BUILDING OFFICIAL: DATE: - - -.J LDATE' 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2 &4. EnergyGauge® (Version: FLRCSB v4.0) Residential System Sizing Calculation Summary Project Title: Code Only SECOND ST. SALLEY +LARRY BYRD Professional Version ALANTIC BEACH, FL Climate: North 11 7/gnn6 Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 49 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heatina load calculation 64650 Btuh Total cooling load calculation 76999 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 110.8 71600 Sensible (SHR = 0.73) 106.5 63072 Heat Pump + Auxiliary(15.OkW) 189.9 12279 Latent 131.1 23328 Total Mixed Cooling) 112.2 86400 WINTER CALCULATIONS Winter Heating Load for 3296 sqft Load component Load Ducts(5 %) Window total 616 sqft 20390 Btuh Wlntlewa Wall total 3356 sqft 12403 Btuh (32x) Door total 21 sqft 197 Btuh In1Y.(34%) Ceiling total 2325 sqft 3207 Btuh Floor total See detail report 3631 Btuh Infiltration 520 cfm 21743 Btuh CeYingac5 %) Subtotal 61571 Btuh Duct loss 3079 Btuh Floars(6 %) w6918(18 %) TOTAL HEAT LOSS 1 64650 Btuh SUMMER CALCULATIONS Summer Cooling Load for 3296 sqft Load component Load Window total 616 sqft 29741 Btuh Latent Internal(2 %) Wall total 3356 sqft 5626 Btuh Latertlnfll.(21 %) Door total 21 sqft 223 Btuh Ceiling total 2325 sqft 3604 Btuh """tlow (39%) Floor total 1331 Btuh Infiltration 493 cfm 10296 Btuh Internal gain 3000 Btuh Ducts(7 %) Subtotal(sensible) 53822 Btuh Duct gain 5382 Btuh Initl.(13 %) Ceihngs(5 %) Total sensible gain 59204 Btuh Fk"*(2 %) Wal13(7 %) Latent gain(infiltration) 16415 Btuh Latent gain(internal) 1380 Btuh EnergyGauge® System Si ing based on ACCA Manual J. a Total latent gain 17795 Btuh PREPARED BY: DATE: TOTAL HEAT GAIN 76999 Btuh EnergyGauge® FLRCPB v3.30 FORM 60OA -2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: SECOND ST., ALANTIC BEACH, FL, 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 3296.0 20.04 11889.3 Double, U= 0.87,SHGC =0.66 E 0.0 0.0 30.0 42.06 1.00 1261.9 Double, SHGC =0.66 E 0.0 0.0 12.0 42.06 1.00 504.8 Double, U= 0.87,SHGC =0.66 E 0.0 0.0 18.0 42.06 1.00 757.1 Double, U= 0.87,SHGC =0.66 S 0.0 0.0 30.0 35.87 1.00 1076.0 Double, U= 0.87,SHGC =0.66 S 0.0 0.0 9.0 35.87 1.00 322.8 Double, U= 0.87,SHGC =0.66 W 10.0 6.0 45.0 38.52 0.43 744.2 Double, U= 0.87,SHGC =0.66 W 10.0 8.0 17.0 38.52 0.48 313.0 Double, U= 0.87,SHGC =0.66 S 6.0 6.0 20.0 35.87 0.52 373.4 Double, U= 0.87,SHGC =0.66 W 0.0 0.0 45.0 38.52 1.00 1733.6 Double,U= 0.87,SHGC =0.66 N 12.0 6.0 15.0 19.20 0.62 179.5 Double, U= 0.87,SHGC =0.66 N 6.0 8.0 64.0 19.20 0.76 929.8 Double, U= 0.87,SHGC =0.66 E 0.0 0.0 16.0 42.06 1.00 673.0 Double, U= 0.87,SHGC =0.66 E 0.0 0.0 8.0 42.06 1.00 336.5 Double, U= 0.87,SHGC =0.66 E 1.5 6.0 24.0 42.06 0.91 921.4 Double,U= 0.87,SHGC =0.66 S 10.0 6.0 60.0 35.87 0.46 994.8 Double, U= 0.87,SHGC =0.66 S 10.0 8.0 35.0 35.87 0.49 614.5 Double, U= 0.87,SHGC =0.66 W 1.5 7.0 36.0 38.52 0.94 1302.2 Double, U= 0.87,SHGC =0.66 N 1.5 6.0 15.0 19.20 0.94 270.3 Double, U= 0.87,SHGC =0.66 W 0.0 0.0 27.0 38.52 1.00 1040.1 Double, U= 0.87,SHGC =0.66 W 0.0 0.0 30.0 38.52 1.00 1155.7 Double, U= 0.87,SHGC =0.66 N 1.5 8.0 30.0 19.20 0.97 557.1 Double, U= 0.87,SHGC =0.66 N 1.5 10.0 30.0 19.20 0.98 565.5 As -Built Total: 616.0 16627.4 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 329.0 0.70 230.3 Concrete, Int Insul, Exterior 5.0 1577.0 1.00 1577.0 Exterior 3027.0 1.70 5145.9 Frame, Wood, Exterior 19.0 1450.0 0.90 1305.0 Frame, Wood, Adjacent 19.0 329.0 0.40 131.6 Base Total: 3356.0 5376.2 As -Built Total: 3356.0 3013.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 21.0 2.40 50.4 Adjacent Insulated 21.0 1.60 33.6 Exterior 0.0 0.00 0.0 Base Total: 21.0 50.4 As -Built Total: 21.0 33.6 EnergyGauge® DCA Form 60OA -2004 EnergyGauge ® /FlaRES'2004 FLRCSB v4.0 FORM 60OA -2004 EnergyGaugeO 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: SECOND ST., ALANTIC BEACH, FL, PERMIT #: BASE AS -BUILT CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1709.0 1.73 2956.6 Under Attic 30.0 2017.0 1.73 X 1.00 3489.4 Single Assembly 19.0 308.0 5.64 X 1.00 1737.1 Base Total: 1709.0 2956.6 As -Built Total: 2325.0 5226.5 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood, Post or Pier 19.0 1709.0 0.77 1309.1 Raised 2017.0 -3.99 - 8047.8 Raised Wood, Post or Pier 19.0 308.0 0.77 235.9 Base Total: - 8047.8 As -Built Total: 2017.0 1545.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 3296.0 10.21 33652.2 3296.0 10.21 33652.2 Summer Base Points: 45876.8 Summer As -Built Points: 60098.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 34200 btuh ,SEER/EFF(13.5) Ducts: Unc(S),Unc(R),Int(AH),R6.0(INS) 60098 0.40 (1.09 x 1.147 x 0.91) 0.253 0.950 6821.7 (sys 2: Central Unit 34200 btuh ,SEER/EFF(l3.5) Ducts: Unc(S),Unc(R),Gar(AH),R6.0(INS) 60098 0.40 (1.09 x 1.147 x 1.00) 0.253 0.950 6821.7 (sys 3: PTAC and Room Unit 18000 btuh ,SEER /EFF(10.4) Ducts: None 60098 0.21 (1.00 x 1.147 x 1.00 0.328 0.950 4656.5 45876.8 0.4266 19571.1 1 60098.3 1.00 1.194 0.268 0.950 18299.9 Energy'GaugeT- DCA Form 60OA -2004 EnergyGauge ® /FlaRES'2004 FLRCSB v4.0 FORM 60OA -2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: SECOND ST., ALANTIC BEACH, FL, 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 = Point .18 3296.0 12.74 7558.4 Double, U= 0.87,SHGC =0.66 E 0.0 0.0 30.0 18.79 1.00 563.8 Double, SHGC =0.66 E 0.0 0.0 12.0 18.79 1.00 225.5 Double, U= 0.87,SHGC =0.66 E 0.0 0.0 18.0 18.79 1.00 338.3 Double, U= 0.87,SHGC =0.66 S 0.0 0.0 30.0 13.30 1.00 398.9 Double,U= 0.87,SHGC =0.66 S 0.0 0.0 9.0 13.30 1.00 119.7 Double,U= 0.87,SHGC =0.66 W 10.0 6.0 45.0 20.73 1.21 1131.7 Double,U= 0.87,SHGC =0.66 W 10.0 8.0 17.0 20.73 1.19 419.6 Double, U= 0.87,SHGC =0.66 S 6.0 6.0 20.0 13.30 2.73 726.4 Double, U= 0.87,SHGC =0.66 W 0.0 0.0 45.0 20.73 1.00 932.8 Double, U= 0.87,SHGC =0.66 N 12.0 6.0 15.0 24.58 1.03 377.9 Double,U= 0.87,SHGC =0.66 N 6.0 8.0 64.0 24.58 1.01 1596.2 Double,U= 0.87,SHGC =0.66 E 0.0 0.0 16.0 18.79 1.00 300.7 Double,U= 0.87,SHGC =0.66 E 0.0 0.0 8.0 18.79 1.00 150.3 Double,U= 0.87,SHGC =0.66 E 1.5 6.0 24.0 18.79 1.04 467.0 Double, U= 0.87,SHGC =0.66 S 10.0 6.0 60.0 13.30 3.40 2713.5 Double, U= 0.87,SHGC =0.66 S 10.0 8.0 35.0 13.30 3.09 1436.5 Double, U= 0.87,SHGC =0.66 W 1.5 7.0 36.0 20.73 1.02 758.5 Double, U= 0.87,SHGC =0.66 N 1.5 6.0 15.0 24.58 1.00 369.5 Double, U= 0.87,SHGC =0.66 W 0.0 0.0 27.0 20.73 1.00 559.7 Double, U= 0.87,SHGC =0.66 W 0.0 0.0 30.0 20.73 1.00 621.8 Double, U= 0.87,SHGC =0.66 N 1.5 8.0 30.0 24.58 1.00 738.0 Double, U= 0.87,SHGC =0.66 N 1.5 10.0 30.0 24.58 1.00 737.5 As -Built Total: 616.0 15683.7 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 329.0 3.60 1184.4 Concrete, Int Insul, Exterior 5.0 1577.0 5.70 8988.9 Exterior 3027.0 3.70 11199.9 Frame, Wood, Exterior 19.0 1450.0 2.20 3190.0 Frame, Wood, Adjacent 19.0 329.0 2.20 723.8 Base Total: 3356.0 12384.3 As -Built Total: 3356.0 12902.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 21.0 11.50 241.5 Adjacent Insulated 21.0 8.00 168.0 Exterior 0.0 0.00 0.0 Base Total: 21.0 241.5 As -Built Total: 21.0 168.0 EnergyGauge® DCA Form 60OA -2004 EnergyGauge® /FIaRES'2004 FLRCSB v4.0 FORM 60OA -2004 EnergyGaugeO 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: SECOND ST., ALANTIC BEACH, FL, PERMIT #: BASE AS -BUILT CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1709.0 2.05 3503.4 Under Attic 30.0 2017.0 2.05 X 1.00 4134.9 Single Assembly 19.0 308.0 1.86 X 1.00 572.9 Base Total: 1709.0 3503.4 As -Built Total: 2325.0 4707.7 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 Raised Wood, Post or Pier 19.0 1709.0 0.88 1497.1 Raised 2017.0 0.96 1936.3 Raised Wood, Post or Pier 19.0 308.0 0.88 269.8 Base Total: 1936.3 As -Built Total: 2017.0 1766.9 INFILTRATION Area X BWPM = Points Area X WPM = Points 3296.0 -0.59 - 1944.6 3296.0 -0.59 - 1944.6 Winter Base Points: 23679.3 Winter As -Built Points: 33284.4 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 35800 btuh ,EFF(8.2) Ducts: Unc(S),Unc(R),Int(AH),R6.0 33284.4 0.500 (1.069 x 1.169 x 0.93) 0.416 0.950 7928.6 (sys 2: Electric Heat Pump 35800 btuh ,EFF(8.2) Ducts: Unc(S),Unc(R),Gar(AH),R6.0 33284.4 0.500 (1.069 x 1.169 x 1.00) 0.416 0.950 7928.6 23679.3 0.6274 14856.4 33284.4 1.00 1.206 0.416 0.950 15857.1 EnergyGaugeTm DCA Form 60OA -2004 EnergyGauge® /FlaRES'2004 FLRCSB v4.0 FORM 60OA -2004 EnergyGaugeO 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: SECOND ST., ALANTIC BEACH, FL, 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 2635.00 7905.0 50.0 0.90 3 1.00 2693.56 1.00 8080.7 As -Built Total: 8080.7 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 19571 14856 7905 42332 18300 15857 8081 42238 PASS ,y 01 SHE ST4 � a COD W-E EnergyGaugeTm DCA Form 60OA -2004 EnergyGauge® /FIaRES'2004 FLRCSB v4.0 FORM 60OA -2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: SECOND ST., ALANTIC BEACH, FL, 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 /sq.ft. window area; .5 cfm /sq.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 612.1.ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (gas) 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 -2004 EnergyGauge& /FlaRES'2004 FLRCSB v4.0 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only SECOND ST. SALLEY +LARRY BYRD Professional Version ALANTIC BEACH, FL Climate: North 5/17/2006 Infiltration Type ACH Volume CFM= Load Natural 0.35 32960 192.7 4026 Btuh Mechanical 300 6270 Btuh Infiltration Total 493 10296 Btuh Internal Occupants Btuh /occupant Appliance Load g ain 6 X 300 + 1200 F 3000 Btuh Subtotal 53822 Btuh Duct gain(using duct multiplier of 0.10) 5382 Btuh Total sensible gain 59204 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 16415 Btuh Latent occupant gain (6 people @ 230 Btuh per person) 1380 Btuh Latent other gain 0 Btuh TOTAL GAIN 1 76999 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or 'DEF for default) (InSh - Interior shading device: none(N), Blinds /Daperies(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (Ornt - compass orientation) EnergyGaugeO FLRCPB v3.30 System Sizing Calculations - Summer Residential Load - Component Details Project Title: Code Only SECOND ST. SALLEY +LARRY BYRD Professional Version ALANTIC BEACH, FL Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 19.0 F 5/17/2006 Type Overhang Window Area(sqft) HTM Load Window Panes /SHGC /U /InSh /ExShOrnt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2, SHGC =0.66, 0.87, N, N E 0 0 30.0 0.0 30.0 28 77 2310 Btuh 2 2, SHGC =0.66, 0.87, N, N E 0 0 12.0 0.0 12.0 28 77 924 Btuh 3 2, SHGC =0.66, 0.87, N. N E 0 0 18.0 0.0 18.0 28 77 1386 Btuh 4 2, SHGC =0.66, 0.87, N, N S 0 0 30.0 0.0 30.0 28 42 1260 Btuh 5 2, SHGC =0.66, 0.87, N, N S 0 0 9.0 0.0 9.0 28 42 378 Btuh 6 2, SHGC =0.66, 0.87, N, N W 10 6 45.0 45.0 0.0 28 77 1260 Btuh 7 2, SHGC =0.66, 0.87, N, N W 10 8 17.0 17.0 0.0 28 77 476 Btuh 8 2, SHGC =0.66, 0.87, N, N S 6 6 20.0 20.0 0.0 28 42 560 Btuh 9 2, SHGC =0.66, 0.87, N, N W 0 0 45.0 0.0 45.0 28 77 3465 Btuh 10 2, SHGC =0.66, 0.87, N, N N 12 6 15.0 0.0 15.0 28 28 420 Btuh 11 2, SHGC =0.66, 0.87, N, N N 6 8 64.0 0.0 64.0 28 28 1792 Btuh 12 2, SHGC =0.66, 0.87, N, N E 0 0 16.0 0.0 16.0 28 77 1232 Btuh 13 2, SHGC =0.66, 0.87, N, N E 0 0 8.0 0.0 8.0 28 77 616 Btuh 14 2, SHGC =0.66, 0.87, N, N E 1.5 6 24.0 0.7 23.3 28 77 1813 Btuh 15 2, SHGC =0.66, 0.87, N, N S 10 6 60.0 60.0 0.0 28 42 1680 Btuh 16 2, SHGC =0.66, 0.87, N, N S 10 8 35.0 35.0 0.0 28 42 980 Btuh 17 2, SHGC =0.66, 0.87, N, N W 1.5 7 36.0 1.5 34.5 28 77 2700 Btuh 18 2, SHGC =0.66, 0.87, N, N N 1.5 6 15.0 0.0 15.0 28 28 420 Btuh 19 2, SHGC =0.66, 0.87, N, N W 0 0 27.0 0.0 27.0 28 77 2079 Btuh 20 2, SHGC =0.66, 0.87, N, N W 0 0 30.0 0.0 30.0 28 77 2310 Btuh 21 2, SHGC =0.66, 0.87, N, N N 1.5 8 30.0 0.0 30.0 28 28 840 Btuh 22 2, SHGC =0.66, 0.87, N, N N 1.5 10 30.0 0.0 30.0 28 28 840 Btuh Window Total 1 616 29741 Btuh Walls Type R -Value Area HTM Load 1 Concrete - Exterior 5.0 1577.0 2.2 3406 Btuh 2 Frame - Exterior 19.0 1450.0 1.3 1943 Btuh 3 Frame - Adjacent 19.0 329.0 0.8 276 Btuh Wall Total 3356.0 5626 Btuh Doors Type Area HTM Load 1 Insulated - Adjac 21.0 10.6 223 Btuh Door Total 21.0 223 Btuh Ceilings Type /Color R -Value Area HTM Load 1 Under Attic/Dark 30.0 2017.0 1.5 2945 Btuh 2 Single Assembly /Dark 19.0 308.0 2.1 659 Btuh Ceilinq Total 2325.0 3604 Btuh Floors Type R -Value Size HTM Load 1 Raised Wood 19.0 1709.0 sqft 0.7 1127.94 Btuh 2 Raised Wood 19.0 308.0 sqft 0.7 203.28 Btuh Floor Total 2017.0 1331 Btuh EnergyGauge® FLRCPB v3.30 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: Code Only SECOND ST. SALLEY +LARRY BYRD Professional Version ALANTIC BEACH, FL Climate: North 5/17/2006 Subtotal 61571 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.05) 3079 Btuh Total Btuh Loss 64650 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or 'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 83.3 The higher the score, the more efficient the home. SECOND ST., ALANTIC BEACH, FL, 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit Cap: 34.2 kBtu/hr _ 3. Number of units, if multi - family 1 - SEER: 13.50 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap: 34.2 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 13.50 _ 6. Conditioned floor area (ft') 3296 ft' _ c. PTAC and Room Unit Cap: 18.0 kBtu/hr _ 7. Glass typel and area: (Label regd. by 13- 104.4.5 if not default) EER: 10.40 _ a. U- factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. (Dble, U =0.9) 64.0 ft' _ a. Electric Heat Pump Cap: 35.8 kBtu/hr _ b. SHGC: HSPF: 8.20 _ (or Clear or Tint DEFAULT) 7 b.(SHGC =0.66) 370.0 ft' _ b. Electric Heat Pump Cap: 35.8 kBtu/hr _ 8. Floor types HSPF: 8.20 _ a. Raised Wood, Post or Pier R =19.0, 1709.0ft' _ c. N/A _ b. Raised Wood, Post or Pier R =19.0, 308.Oft' _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=5.0,1577.0 W _ EF: 0.90 _ b. Frame, Wood, Exterior R=19.0,1450.0 ft' _ b. N/A _ c. Frame, Wood, Adjacent R =19.0, 329.0 ft' _ 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, 2017.0 W _ 15. HVAC credits PT, _ b. Single Assembly R =19.0, 308.0 W _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A _ HF -Whole house fan, 11. Ducts PT- Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R =6.0, 200.0 ft _ MZ- C- Multizone cooling, b. Sup: Unc. Ret: Unc. AH: Garage Sup. R =6.0, 200.0 ft _ 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) ..yy O4ZIiHST9��0 in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. !!!"WWWSSS M. Builder Signature: Date: a � 6 Address of New Home: City /FL Zip: f�C0 WE *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is no t a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStar designation), your hme may qualms for energy efficiency mortgage (EEC incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638 -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 8501487 -1824. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass out ut on ages 2 &4. EnergyGauge® (Version: FL v4.0) System Sizing Calculations - Winter Residential Load - Component Details Project Title: Code Only SECOND ST. SALLEY +LARRY BYRD Professional Version ALANTIC BEACH, FL Climate: North Reference City: Jacksonville (Defaults) Winter Temperature Difference: 38.0 F 5/17/2006 Window Panes /SHGC /Frame /U Orientation Area X HTM= Load 1 2, SHGC =0.66, Metal, 0.87 E 30.0 33.1 993 Btuh 2 2, SHGC =0.66, Metal, 0.87 E 12.0 33.1 397 Btuh 3 2, SHGC =0.66, Metal, 0.87 E 18.0 33.1 596 Btuh 4 2, SHGC =0.66, Metal, 0.87 S 30.0 33.1 993 Btuh 5 2, SHGC =0.66, Metal, 0.87 S 9.0 33.1 298 Btuh 6 2, SHGC =0.66, Metal, 0.87 W 45.0 33.1 1490 Btuh 7 2, SHGC =0.66, Metal, 0.87 W 17.0 33.1 563 Btuh 8 2, SHGC =0.66, Metal, 0.87 S 20.0 33.1 662 Btuh 9 2, SHGC =0.66, Metal, 0.87 W 45.0 33.1 1490 Btuh 10 2, SHGC =0.66, Metal, 0.87 N 15.0 33.1 496 Btuh 11 2, SHGC =0.66, Metal, 0.87 N 64.0 33.1 2118 Btuh 12 2, SHGC =0.66, Metal, 0.87 E 16.0 33.1 530 Btuh 13 2, SHGC =0.66, Metal, 0.87 E 8.0 33.1 265 Btuh 14 2, SHGC =0.66, Metal, 0.87 E 24.0 33.1 794 Btuh 15 2, SHGC =0.66, Metal, 0.87 S 60.0 33.1 1986 Btuh 16 2, SHGC =0.66, Metal, 0.87 S 35.0 33.1 1158 Btuh 17 2, SHGC =0.66, Metal, 0.87 W 36.0 33.1 1192 Btuh 18 2, SHGC =0.66, Metal, 0.87 N 15.0 33.1 496 Btuh 19 2, SHGC =0.66, Metal, 0.87 W 27.0 33.1 894 Btuh 20 2, SHGC =0.66, Metal, 0.87 W 30.0 33.1 993 Btuh 21 2, SHGC =0.66, Metal, 0.87 N 30.0 33.1 993 Btuh 22 2, SHGC =0.66, Metal, 0.87 N 30.0 33.1 993 Btuh Window Total 616 20390 Btuh Walls Type R -Value Area X HTM= Load 1 Concrete - Exterior 5.0 1577 5.5 8674 Btuh 2 Frame - Exterior 19.0 1450 2.3 3335 Btuh 3 Frame - Adjacent 19.0 329 1.2 395 Btuh Wall Total 3356 12403 Btuh Doors Type Area X HTM= Load 1 Insulated - Adjac 21 9.4 197 Btuh Door Total 21 19713tuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 30.0 2017 1.3 2622 Btuh 2 Single Assembly 19.0 308 1.9 585 Btuh Ceilinq Total 2325 3207Btuh Floors Type R -Value Size X HTM= Load 1 Raised Wood /Open 19 1709.0 sqft 1.8 3076 Btuh 2 Raised Wood /Open 19 308.0 sqft 1.8 554 Btuh Floor Total 2017 3631 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 32960(sgft) 220 9203 Btuh Mechanical 300 12540 Btuh Infiltration Total EnergyGauqeO FLRCPB v3.30 520 21743 Btuh NOTICE OF COMMENCEMENT State of i I I r>4— Tax Folio No. County of [7i ►�',t To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: 1 11 + P7 Z Address of property being improved: General description of improvements: Owner: M K HA, ft S Address: Zi % `'LvyLr �� , f 1��s1rl11 G j`��f� �i� Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): Name: Address: Contractor: Address: Phone No: Fax No: Surety (if any): Address: Amount of Bond S Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Doc # 2006196571, OR BK 13311 Page 352, Phone No: Fa Number Pages: 1 Filed & Recorded 06/07/2006 at 10:14 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY In addition to himself, owner designates the following person to recei RECORDING $10.00 Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: ko6 — da - Before me this � ^ y of cSc�n�_ in the Coun �10a o� ELISA BAKER tY Notary Public, State of Florida of Duval, Stat " Florida, has p � ona ` lly , a }p_ peared --L�� Commission #DD548124 My comm. expires May 3, 2010 Notary Public at Large, State of Florida, County of Duval. My commission expires: Personally Known: or Produced Identification: �y I/ i mot- Mr. Stan De2rrr /' 1geb I�S� I i JUN City of Atlantic Beach 1 2006 Building Department 800 Seminole Road RY Atlantic Beach, FL 32233 Re: Permit Application # 06 -33198 336 2 °a Street Mr. Doerr: In response to your question on the construction of the firewall / party wall please note the following. 1. Per Section 705.4.1.2 of the Florida Building Code 2004 a 2- hour wall fire resistance rating would be required for townhouses less than three stories in height. 2. The firewall / party wall will be constructed to the requirements of UL #U301 for a 2 -hour wall. Attached find copies of the FBC and UL sections made reference to above. Sincerely, Larry BYA I RRE- RESISTANCE -RATED CONSTRUCTION 704.12 Ope protection: Windows required to be pro- TABLE 705.4 tested in accordance with Section 704.8, 704.9, or 704.10 shall FORE WALL FIRE- RESISTANCE RATINW comply with Section 715.4.8. Other openings required to be oaot►P FlWARtSISTANCE RATM tt 10 n protected with fire doors or shutters in accordance with Sec- A B, D E, H-4 1, R -1 R-2 U 3 1 tions 704.8, 704.9 and 704.10 shall comply with Section 715.3. F -1 H -3b, H -5 K S-1 3 Exception: Fire protective assemblies are not required H -1, H -2 4 b where the building is protected throughout by an automatic sprinkler system and the exterior openings are protected by F -2, S-2, R -3, R-4 2 an approved water curtain using automatic sprinklers ap- a. Walls shall be not less dean 2-iaru free- resistance rated where separating proved for that use. The sprinklers and the water curtain buildings of Type H or v construction. shall be installed in accordance with NFPA 13. b. For Crmup H -1, H -2 or H -3 buildings, also see Sections 415.4 and 4155. 704.12.1 Unprotected openings. Where protected open- c. For the purposes of determining beight and area in accordance with Table P Pe gs. P 503, fire walls dividing buildings into separate buildings shall provide a ings are not required by Section 704, windows and doors 4-hour fire-resistance rut *. shall be constructed of any approved materials. Glazing shall conform to the requirements of Chapters 24 and 26. 705.4.1 Townhouse fire, separation. 704.13 Joints. Joints made in or between exterior walls re- quired by this section to have a fire - resistance rating shall com- 705A.1.1 Each townhouse shall be considered a.separate ply with Section 713. building and shall bewseparated from adjoining town- Exception: Joints in exterior walls that are permitted to houses by a party wall complying with Section 503.2 or have unprotected openings. by the use of separate exterior walls meeting the require- ments of Tables 601 and 602 for zero clearance from 704.13.1 Voids. The void created at the intersection of a property lines as required for the type of construction. floor /ceiling assembly and an exterior curtain wall assem- Separate exterior wallsthall include one of the follow - bly shall be protected in accordance with Section 713.4. ing: 704.14 Ducts and air transfer openings. Penetrations by air 1. A parapet not less than 18 inches (457 mm) above ducts and air transfer openings in fire- resistance -rated exterior the roof line. walls required to have protected openings shall comply with 2. Roof shed Section 716. thing of noncombustible material or fire retardant treated wood, for not less than a 4 foot Exception: Foundation vents installed in accordance with (1219 mm) width on each side of the exterior di- this code are permitted viding wall. 3. One layer of s/ inch (15.9 mm) Type X gypsum board attached to the underside ofroofdeckmg, for SECTION 705 not less than a 4 foot (1219 mm) width on each side FIRE WALLS -° of the exterior dividing wall. 705.1 General. Each portion of a building separated by one or 705,4.1.2 When not more than three stories in height, more fire walls that comply with the provisions of this section townhouses may be separated by a single wall meeting shall be considered a separate building. For the purposes of de- the following requirements: termining height and area in accordance with Table 503, fire walls dividing buildings into separate buildings shall provide a 1. Such wall shall provide not less than a 2-hair 4-hour fire - resistance rating. The extent and location of such fire - resistance rating. Plumbing, Piping, duds, fire walls shall provide a complete separation. Where a fire electrical or other building services shall not be in- wall also separates groups that are required to be separated by a stalled within or through the 2 -hour wall, unless fire barrier wall, the most restrictive requirements of each sepa- such materials and methods of penetration have ration shall apply. Fire walls located on lot lines shall also com- been tested in accordance with Section 703. 1 ply with Section 503.2. Such fire walls (party walls) shall 2. Such wall shall be continuous front the foustdation I provide a 4-hour fire- resistance rating and shall be constricted to the underside of the roof sheathing or shall have without 4mdngs. a parapet extending not less than 18 inches (457 705.2 Structural stability. Fire walls shall have sufficient win) and no less than a 4 -foot (1219 mm) width on structural stability under fire conditions to allow collapse of each side of the wall shall be of noncombustible construction on either side without collapse of the wall for the material, or fire-retardant-treated wood, or one duration of time indicated by the required fire - resistance rat layer of s/ -inch (15.9 mm) Type X gypsum wall- board attached to the underside of the roof deck- ing. mg. 7053 Materials. Fire walls Shall be constructed of any ap- 3. Each dwelling unit sharing such wall shall be do- proved noncombustible materials. signed and constructed to maintain its structural 705.4 Fire - resistance rating. Fire walls shall have a fire -resis- integrity independent of the unit on the apposite I tance rathm of not less than required by Table 705.4. side of the wall. .t� )J1 CITY OF ATLANTIC BEACH 5.1 PLAN REVIEW SHEET RO � .Mako Building Department Public Works & Public Utilities Departments L. Hi ins f SS it 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 C 247 -5834 Kaluzni (904) 247 -5800 ( 904 ) (904) 247 -5845 Fax (904) 247 -5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application # 33 operty Address: �'► J7 P f 1 Applicant: y� D ) NF 4 - — Project: L� / -X L This permit application has been: . Ix Approved as noted by the Department. Final application approval must com rom the Building Department. ❑ Reviewed and the following items need attention: GJ� �l tie ► c (cis Please re- submit our a lication when these items have been completed. Reviewed By: Date:_ Date Contractor Notified: JUN 1 2 1006 rn yFaQ �A. ��m ad o i2� V �� G CITY OF ATLANTIC BEACH j PLAN REVW SHEET Routed to: � AZ S.Makowski Building Department Public Works & Public Utilities Departments L. Higgins 131 �r 800 Seminole Road 1200 Sandpiper Lane S. Doers Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 R. Carper (904) 247 -5800 (904) 247 -5834 D. Kaluzniak (904) 247 -5845 Fax (904) 247 -5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application # Lq r r1 3 3 /� A o Property Address: Applicant: Project: f This permit application has been: ❑ Approved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: o Ors 71 -0e al' ll(/Pir ONir A G -f .2 VIvo fi S zI1 !ox 1 0, r 1 f °6 170 f F r,, D6xst, A�o flfiAs — Z�q-q– .3. obi Please re- submit your application when these items have been completed. Reviewed By: Date: Date Contractor Notified: r } CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Routed to: S.Makowski �. Building Department Public Works & Public Utilities Departments L. Higgins 800 Seminole Road 1200 Sandpiper Lane S. Doerr Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 R. Carper (904) 247 -5800 (904) 247 -5834 D. Kaluzniak (904) 247 -5845 Fax (904) 247 -5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application # 3 3/? 6 n d� Property Address: �5t Applicant: v Project: k n o U "- /Tx �- , P Kx This permit application has been: ❑ Approved as noted by the Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: '5# R&—C' ze- 19CL doo eco /Vs u/ CtF/ �� /gLL Go oN �..> /i viv6 �� G � �i�� s 01 PA o,e wig s �ooe ' o` er �rG �Nf/G�vF' ©P vica� w �S 2 H2 t�/ L� � � �M �✓d� w %.� �/�iQv� � dcs'l2 ,g,✓� Oc� Ro�°��eY' /.vG AOW o nr feu 'o - Ns Please re- submit yodr anplication when the4 items have been completed. Reviewed By: Date: �v a BUY 15EII Date Contractor Notified: rLy r 1 j CITY OF ATLANTIC BEACH r' PLAN REVIEW SHEET S.Mak Building Department Public Works & Public Utilities Departments . iggins J M9 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904) 247 -5800 (904) 247 -5834 a uznia (904) 247 -5845 Fax (904) 247 -5843 Fax Public Safety PLAN REVIEW COMMENTS 5 f Permit Application # U16 9 Property Address: (P I d ✓/ �� Applicant: - - 77 Project: This permit application has been: ❑ Approved as noted by the Department. / Fival - application approval must come from the Building Department. Reviewed and the following items need attention: S she mus 6e. f o M Please re- submit your application when these items have been completed. Reviewed By: 646 (eL / Date: c,) 77 Date Contractor Notified: iv. Detached Private Garages and carports, not to exceed six hundred (600) square feet of Lot Area and fifteen (15) feet in height, except in accordance with Section 24 -88 or the provisions of the following paragraph. Only one detached Private Garage or carport shall be allowed on any single residential Lot, and such Structures shall comply with applicable Side Yard requirements and shall be a minimum distance of ten (10) feet from the rear Lot Line. Detached Private Garages, not to exceed six hundred (600) square feet of Lot Area may be constructed to a height of twenty -five (25) feet provided that such Structures shall comply with applicable Side Yard requirements and shall be a minimum distance of fifteen (15) feet from the rear Lot Line. A detached Private Garage shall be a minimum distance of ten (10) feet from the Principal Building. v. Gazebos and similar Structures, not to exceed 150 square feet and ten (10) feet in height for a flat roof or twelve (12) feet in height for a peaked roof; and a minimum distance of five (5) feet from the rear and side Lot Lines. vi. Private Swimming Pools in accordance with Section 24 -164. vii. Home Office (but not a Home Occupation). viii. Private ball courts and other similar private recreational Uses. ix. Skateboard, skating, bicycle or similar ramps, for use on private property only, placed or constructed in fixed locations and made of wood, block, concrete or similar materials, provided that these are not located within Required Front Yards or the Street Side Yards on a Corner Lot. Due to excessive noise, which may result from the use of such ramps, time of use shall be limited to the hours between 9:00am and 10:00pm. Such ramps shall be maintained in a safe and good condition, and shall be disassembled and removed from the property if allowed to deteriorate to an unsafe or unsightly appearance. x. Storage and tool sheds, not to exceed 150 square feet and ten feet in height for a flat roof or twelve feet in height for a peaked roof. Only one detached storage or tool shed shall be allowed on any single residential Lot, and such Structures shall comply with applicable Side Yard requirements and shall be a minimum distance of ten 00) feet from the rear Lot Line xi. Screened enclosures and pool cages with screened roofs or similar non - structural roofs such as awnings and the like, not to exceed 600 square feet and fifteen (15) feet in height and located a minimum of five (5) feet from any side or rear Lot Line. Such detached screened enclosures shall not be allowed in Required Front Yards. xii. Dog houses not to exceed five (5) square feet and five (5) feet in height. xiii.Personal pets, limited to those animals customarily considered as pets, and kept only on the same premises of the occupant(s) of the residential Principal Building. (2) In any Zoning District; except as to private Swimming Pools: i. All Accessory Uses and Structures shall comply with the Use limitations applicable to the Zoning District in which they are located. Initial Effective Date: January 01, 2002 Last amended April 11, 2005 as adopted by Ordinance Number 90 -01 -173 as adopted by Ordinance 90 -05 -186 71 -51 - Ail 1 rJ,, r , -, CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION ' (New / Residential & Commercial) Date: Job Address: G Owner's Name: N'W g V A i3O Address: A ? � 2 � � Phone: � C�� '7 % 1- Legal Description: Block Number: 2-�, Lot Number: Zoning District: Contractor: L-' (�„!A4 f State License Number: Address: �� ? [p - I mo Phone: 4 104 / ) - 4- City: ALL— - F5� State: F t-._ Zip: Fax: Describe proposed use and work to be done: 1? � -- ' Present use of land or building(s): U Pt._IL� X Valuation of proposed construction: �} Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material, addition of 5% or more to the original impervious area or the removal of any trees? NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate Incomplete applications may result in delay in issuance of permit 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 -5826. 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 or grading plan 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 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, 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 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Page 2 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.cLatlantic- beach.fl.us Revised 8/04 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. If required by the Department of Public Works, a pre- construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations. Include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept., Planning Dept., Public Works and Public Utilities. Address and contact information of person to receive all correspondence regarding this application (please print). Name: (M r_ (_ A>Z PZ ` vI "I I'� r> Mailing Address: �� Telephone: l— '3 4: Fax: E -Mail: I hereby certify that I have read and examined this application and attached documentation 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 Owner: Date: AS TO OWNER: +L, Sworn to and subscribed before me this day of �� , 20 0 . State' I pDf Florida, County of Duval ,� EUSA BAKER Notary's Signature: Notary Public, State of Florida Commission# DD548124 My comm. expires May 3. 2010 ❑ Personally known Produced identification Type of identification produced F L-yr C1 C : Vef S L, cz z Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this day of , 20 State f Florida, County of Duval Notary's Signature: ❑ Personally known ❑ Produced identification Type of identification produced i 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 Fag: (904) 247 -5845 • http : / /www.ei.atlantic- beach.fl.us Page 3 Revised 8/04 ^'c dQ g FD 1 2' ON POWER POLE (3-O -- -O H v OH (LB 170 H T V C,7 O 1 /� POLE R (NO CAP • 0.27' SOUTHERLY 26.20' LLf 250.00' > � Q 90. 25' (EAST, 1 / ) I 00 90 0 3 p 0- 000 L O 0 F- O LL a U) p Q ~ t7 o O o 25' O 0 O x w I1_) CK AND BLOCK PLANTER rn LO x f 41.7' 7.1' o of 0.6' r COVERED ENTRY x O 5.2' 1 STORY FRAME x m DWELLING x}336 o 7.7' N FINISH FLOOR ELEVATION: (12.48) m—x —x— W x w n < v w�fo N O M ( ry o < Ix r . I w 41.7' w 7.7' w 7.1' O WELL x O I 5.2 13.3' STEP ( O I 0 8.9' • x V-- 17.3' O ' B 3 STORY � C K 3 x -, CONCRETE x m v a 'rf BLOCK i7, NOTE: EDGE OF BLOCK Q a N DWLNG N WALL ALONG LINE FIN FL EL I x L O T I 3 (11.66) '01, L O T 1 1 I z L <-- (EXCEPTION WEST 1.20') x `" 8.9' 17.3' 0 I 90 0 METAL 7-°' u 6 5 .10 I O p SHED ( 00- x O cj O., 6.7' x 0 N a I aI a 0.7' (ND CAP) 26.20' (LB 1704) (NO CAP) `fFxl.e' x ° —x )P I� IP x— x x— x -x x- x Q x -X -- 0.9' 1.1' D.5' �j V • V O ' 2 3'% 4' CHAIN LINK FENCE 1 6' L�• L T WOOD FENCE L 0 T 1 4 L 0 T 1 2 L O T 1 6 I 1 0 NOTES: 1. ELEVATIONS SHOWN THUS: (12.00) REFER TO NATIONAL GEODETIC VERTICAL DATUM. 2. NORTH ARROW SHOWN IS AN APPROXIMATION ONLY. TRUE NORTH MAY VARY. 3. REFERENCE BENCH MARK: FOUND RAILROAD SPIKE IN POWER POLE AT SE INTERSECTION OF SHERRY DRIVE AND FOURTH STREET. ELEVATION: (10.38) 1 HEREBY =11FY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE LEGEND: MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17 -6. FLORIDA ■ FOUND CONCRETE MONUMENT ADMINIS TRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT � 1/2' FOUND IRON, AS NOTED THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. 0 1 12 SET IRON - LB 1704 B.R.L. BUILDING RESTRICTION LINE A CENTRAL ANGLE NOTE: THE LOT SURVEYED HEREON APPEARS TO UE V41HM FLG@Q �R � AND ` A'1'EC�` I NC. R RADIUS ZONE X. AS SCALED FROM THE FLOOD RJ;;URAN(X RAZE 1643 NALDO AVE., JACKSONVILLE, FL., 32207 CH CHORD MAPS, COMMUN17 PANEL NO. 120077- 0070 E DATED 8- 15 -f,9. P.C. POINT OF CURVATURE . P.T. POINT OF TANGENCY SURVEYED JUNE 2 FD. FOUND 2006. R/W RIGHT -OF -WAY nN FL EL FlNISH FLOOR ELEVATION SCALE: 1 - 20 _ -x- 5' WOOD FENCE REGISTERED SURVEYOR NO. 4 , FLORIDA 536 TO FACE FIELD BOOK 536 PAGE 60 JOSE A. HILL JR. —O w�ES FACE N SURVEY NOT VALID WITHOUT EMBOSSED SURVEYORS SEAL - OVERHEAD POWER LINE M" SHOWING BOUNDARY SURVEY OF LOT 11, EXCEPT THE WEST 1.20 FEET THEREOF, BLOCK 3, SUBDIVISION "A ", ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: FOR: BILL PAULK MR. do MRS. LARRY BYRD BENCH MA RK: SECOND STREET FOUND x —CUT ON (40' RIGHT OF WAY) EDGE OF DRIVE. EL (8.50) SEWER EDGE OF PAVEMENT STORM ® OS MANHOLE TELEPHONE GRATE ❑RISER FD 1 2' ON - POWER( -- 0 ---0ri O O OH R �� O OH - p- �j7 C�- -{� R P � POLE (NO CAP) ALSO FD 1/2 IRON (LB 1704) • 0.27' SOUTHERLY "26.20' W 250.00' Op p 25' (EAST 1 / ) I 00 000 C) 3 O- 0 0 O- Op-- 00 pp-- F— O 0 p Q = "' O 0 m oA 1.20' ♦- o 25' (A F O x w ° ' BRICK STEPS I W U BRICK AND BLOCK PLANTER Q; If} f O e 41.T 7.1' °0 0) COVERED ENTRY x — —x ( z 5.2 13.3' a 1 STORY FRAME x� m m DWELLING #336 0 co 7.7' r FINISH FLOOR ELEVATION: (12.48) x —x— _ h (V x w O I '^ v N� I O 0 < Z O CL M O w 41.7' 7. 1' • w 7.7' O O WELL x M O 5.2 13.3' STEP I O ' / O 8.9' 17.3' I • O J B L O. M C K wo 3 STORY r uj < CONCRETE Z u in BLOCK q, —NOTE: EDGE OF BLOCK x x o� N DWELLING N WALL ALONG LINE o< #338 x FIN FL EL x O L O T I 3 (11.66) L 0 T 1 1 ( 11 e- -(EXCEPTION WEST 1.20') x m 8.9' 17.3' 00 x I O0, 6.5' i 00. 00 p I 0 p SHED METAL 7.0' O ' " pp- o p 6.1' x 0 N � x N1.8' 0.7 (NO CAP) 26.20 (LB 1704) d (NO CAP) X -X 'o � � - 0.9 1�' x 0.5' x xT V 80 v —X 7_.3 X ' — X—X— 4' CHAIN LINK FENCE • 6' WOOD FENCE L O T L O T 1 L 0 T 1 4 L O T 1 2 1 6 I' 1 0 NOTES: 1. ELEVATIONS SHOWN THUS: (12.00) REFER TO NATIONAL. GEODETIC VERTICAL DATUM. 2. NORTH ARROW SHOWN IS AN APPROXIMATION ONLY. TRUE NORTH MAY VARY. 3. REFERENCE BENCH MARK: FOUND RAILROAD SPIKE IN POWER POLE AT SE INTERSECTION OF SHERRY DRIVE AND FOURTH STREET. ELEVATION: (10.38) HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE LEGEND: MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17 -6, FLORIDA ■ FOUND CONCRETE MONUMENT ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT • 1/2 FOUND IRON, AS NOTED THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. O 1/2 SET IRON - LB 1704 B.R.L. BUILDING RESTRICTION UNE 0 CENTRAL ANGLE NOTE: THE LOT SURVEYED HEREON APPEARS TO LIE WIIHIN FLC00 CIARSON AND ASSOCIATES, INC R RADIUS ZONE X . L ARC LENGTH AS SCALED FROM THE FLOOD iN;;URANCE RATE 1643 NALDO AVE., JACKSONVILLE:, FL., 32207 CH CHORD MAPS, COMMUNITY PANEL NO. 120077- 0070 E __ DATED 8- 15 -119. P.C. POINT OF CURVATURE P.T. POINT OF TANGENCY SURVEYED _ JUNE 2 2006. R/W RIGHT- OF -WAY FIN FL EL FINISH FLOOR ELEVATION SCALE: 1 = 20' -x- 5' WOOD FENCE REGISTERED SURVEYOR NO. 4 , FLORIDA WfT1E5 TO FACE -u- 4 CHAIN LINK FENCE FIELD BOOK 536 PAGE 60 JOSE A. HILL JR. W /TIES TO FACE -a�- OVERHEAD POWER LINE SURVEY NOT VALID WITHOUT EMBOSSED SURVEYORS SEAL POWER li " n,c O O H OH OH OH-RO 1/2 N )POWER POLE (NO CAP) .- 4. O ALSO FD 1 IRON POLE (LB 1704) • 0.27' SOUTHERLY :26.20' W 250.00' > 90 '� 25' (EAST.. 1/ ) I QO 00 0 Q 3 00 °O 0. • ~ O V) 0 o Q O 0 25' o 1.20' i- 0 O x BRICK STEPS W O I BRICK AND BLOCK PLANTER I o! In U+ - x O 41.T 7.1' 0 0) 0.6' I COVERED ENTRY x —x —x ' 1 STORY FRAME O 5.2 ' 13.3 w x m i DWELLING #336 _ m 0 7.7' N FINISH FLOOR ELEVATION: (12.48) m— x —x— W n V C11 i w < g WW & = O F_ 6( " V F W: x 0 F M U w 41.7' • w 7. 7 . 1 O 7.1' I WELL x O I 5.2 13.3' STEP I o I O 8.9' • x 17.3' I O J I B L O: rf) C K 3 x W 0 3 STORY I v o a CONCRETE O M BLOCK i7, x m Z v NOTE: EDGE OF BLOCK I < N DW L NG Ni WALL ALONG LINE o f FIN FL EL x O L 0 T I 3 L O T 1 1 I z _1 —� (EXCEPTION WEST 1.20') x m 8.9' 00 I 19000 METAL 7.0' u 900 O O x o 0 SHED B I I 000: N � d I I 1 a 0.7• (NO CAP) 26.20' ' (LB noa > (NO CAP) x —x -0- - )p x —x A i x —x —x —x 2 3' x —x— D.9' ,.,� �-" D. .8i 4' CHAIN . FENCE L O T OOD FENCE 1 6 L 0 T 1 4 L O T 1 2 L O T I 1 0 NOTES: 1. ELEVATIONS SHOWN THUS: (12.00) REFER TO NATIONAL GEODETIC VERTICAL DATUM. 2. NORTH ARROW SHOWN IS AN APPROXIMATION ONLY. TRUE NORTH MAY VARY. 3. REFERENCE BENCH MARK: FOUND RAILROAD SPIKE IN POWER POLE AT SE INTERSECTION OF SHERRY DRIVE AND FOURTH STREET. ELEVATION: (10.38) 1 HEREBY CERTIFY THAT THIS SURVEY. PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS THE LEGEND MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17 -6. FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT & FOUNO CONCRETE MONUMENT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. O 1/2' SEET IRON - L13 170 B.R.L. B RESTRICTION LINE NOTE: THE LOT SURVEYED HEREON APPEARS TO LIE NIH:N FLG2(�, CLAR " AND ASSOCIATES. INC. L CENTRAL ANGLE R RADIUS ZONE X. AS SCALED FROM THE FLOOD :1 RATE 1643 NALDO AVE., JACKSONVILLE. FL.. 32207 L ARC LENGTH MAPS, COMMUNITY PANEL NO. 120077- 0070 E DA1FD 13- 19 -69. CH CHORD P.C. POINT OF CURVATURE P.T. POINT OF TANGENCY SURVEYED JUNE 2 2006 FD. FOUND R/W RIGHT -OF -WAY SCALE: 1 = 20' FIN FL EL FINISH FLOOR ELEVATION -. —x— 5' WOOD FENCE REGISTERED SURVEYOR NO. 4 FLORIDA "ES TO FACE FIELD BOOK 536 PAGE 60 JOSE A. HILL JR. —� 4 CHA TO FACE FE NCE SURVEY NOT VALID WITHOUT EMBOSSED SURVEYORS SEAL - OVERHEAD POWER LINE " CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Ro Makow Building Department Public Works & Public Utilities Departments L. Hi ins 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 c (904) 247 -5800 (904) 247 -5834 Ka uzni (904) 247 -5845 Fax (904) 247 -5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application # � 31 q A Property Address: w n 0 d TQ f f 1 Applicant: 16 IvF Project: 7 � This permit application has been: Ap as noted by the Department. Final application approval must come from the Building Department. ❑ Reviewed and the following items need attention: All drainage must flow to the street. Provide erosion and sediment control details. Provide on -site storage calculations for increased impervious coverage. Public Works will perform calculations if pre- development and post - development impervious areas are provided. Please re- submit our a lication when these items have been completed. Reviewed Date: -7 Date Contractor Notified: i'YI at 4PO� ("'Lok C' [V (no Foul � 7 1UN 1 2906 t � CITY OF ATLANTIC BEACH `? PLAN REVIEW SHEET Xii .� Building Department Public Works & Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904)247 -5800 (904)247 -5834 (904) 247 -5845 Fax (904) 247 -5843 Fax Public Safety PLAN REVIEW COMMENTS Permit Application # Property Address: D d 7 t E 1 Applicant: Project: This permit application has been: /, Approved as noted by the v v Department. Final application approval must come from the Building Department. Reviewed and the following items need attention: R J4� C �V� All drainage must flow to the street. Provide erosion and sediment control details.Ck" Provide on -site storage calculations for increased WCUV0c+ -J impervious coverage. Public Works will perform A1S,4A1qf4>. calculations if pre - development and post - development " impervious areas are provided. cu 41 C. A& J_ 1- r y J Y rGl 7 Please re- submit our application when these items have been completed. Date: - 7/6 Reviewed By: Date Contractor Notified: X Gi t 7r� ,JI VE D � [006 June 26, 2006 City of Atlantic Beach Public Works and Public Utilities Departments 1200 Sandpiper Lane Atlantic Beach, FL 32233 Re: Permit Application # 06 -33198 Property Address: 336 2nd St. Enclosed find responses to the plan review comments on the above application. 1. All drainage must flow to the street. - find attached a revised drainage plan showing flow to the street 2. Provide erosion and sediment control details - find attached a sketch of the gravel apron detail to prevent erosion from the site into the street. 3. Provide on -site storage calculations for increased impervious coverage - find attached pre - development and post - development impervious area for calculation of on -site storage by Public Works. Respectfully submitted for your approval. Sincerely, G 'r Larry Byrd Owner SECOND STREET (40' MGM OF WAY) EDGE OF PA,01F,R smom (DWANIM r RM UK � � zsoao ,r WEY .. NEM OANEYMY tY Mw 9A�1 . — DOSE NO. fy iF,ICE 7 MR W" h.0 am. CONC. DNNE PWPM O Cow" O O M PpOPOaEp POIICII DW. W FENCE __ POOP W 2- aWRVA0WnW (Fri FL EL 1248) E%IST. CAROM (EL 10.19) OOSF. CCN9IFD PORCH QLL. itA� O O O PM)POSO M Off ADDITION Cw_ a MML p . W a = O O 2w.. (Fitt FL EL 11A6) M N' QYC Alt pw FM OEitl�l� PIUi'M TOOL SHED 10' x 15' • PIWPERIY LI PROPERTY U! z+• OAK MR. NO FENCE DW 1W FENCE EM. CPAKM F7710E LOT 14 LOT 12 LOT 10 " SITE GRAD ING AND DRAINAGE NTS SECOND STREET (40' RV f OF WAY) MM OF _ PNVEIEM _ S ❑ MAN ® O i w coma i OIS APM i � �PJIOSOR lY PALM FEMM PfKPMLW; i • 250.00 t PERCIN i � i 12' PAWS amm I ? FUCW i i Ff10E Ik1 TMIIC ct) 09 U � ow. �FDICM Q cow_ ow L L� l O & POWFD 0 oARwE 0 0 M mopom PORN EIOSf. TRL iFICE "Moo p2 -STOM ADOMOR (FIN FL EL 12.48) OOSL OAWE _ (EL 10.10) ODD Pau (EL 11.00) O O rem M IBiY1B SD Pmopomm DM PRO's X224' COX � Na }DOOM 6 CORD om v ORE7.Uq 1= O DWL 0'PL FL EL 11.00) M 4t POO Ma PROTECT FENCOC DW. RD. FDU PROPOSED TOOL v*D gg 1m x ts' • 24 PROPERLY 181E PROP'IXIY lOE DM OD FENCE OW 110 FEPCE E)M. CIMOLM FENCE LOT 12 LOT 10 " EROSION & SEDIMENT CONT NTS : • 4F3 . Avon OF FASO I i % ... _ 336 2 St. Duplex renovation 336 Pre - development previous / impervious area calculations: Gross property area 6344 sf Existing building area ( impervious area) 18% Existing pervious area 5185 sf 82% 336 Post- development previous / impervious area calculations Gross property area 6344 sf Impervious Area Existing building area 1159 sf New improvements Garage 506 sf Front Porch 175 sf Rear Addition 557 sf Storage Shed 150 sf Total new improvements 1388 sf Total new building area coverage 2549 sf New paving and walk Driveway 399 sf Walk 80 sf Total new paving area 479 sf Total post - development impervious area 3028 sf 48% Total post — development pervious area 3316 sf 52% i ; CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Ro .Mako Building Department Public Works & Public Utilities Departments L. Hi ins �= 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904) 247 -5800 (904) 247 -5834 Public Safety (904) 247 -5845 Fax (904) 247 -5843 Fax PLAN REVIEW COMMENTS FOO Permit Application # 6 6- � 3 1 0 Property Address: 3 3 (P Applicant: 16 XE Z - Project: �liOI�X �d f This permit application has been: Approved as noted by th �! Department. - Final application approval must come from the Building Department. Reviewed and the following items need attention: All drainage must flow to the street. Provide erosion and sediment control details. Provide on -site storage calculations for increased ( cti impervious coverage. .Public Works will perform ,,,,_ �� calculations if pre - development and post - development A impervious areas are provided. ct, 41 IL Ae� Y rcl Please re- submit ur application when these items have been completed. Reviewed By: __ Date: Date Contractor Notified: '� C j (no Fri JUN 2006 Comp. By: RLC r Date: 6/26/2006 Public Works Department City of Atlantic Beach Permit No: 06 +33198 Address: 336 2nd Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V = CAR/12 Where: V = Volume of Runoff C = Coefficient of Runoff A v A = Area of lot in square feet e , V,,� ( V2 � — R= 25 -yr / 24 -hr rainfall depth (9.3 -i for Atlantic Beach) \ uu Predevelo ment Runoff Volu 5�/�a -�..c Lot Area (A) = 6,344 ft2 C Cj Cwlw�`� Runoff Coefficient Area Lot Area lr� Description (ft) (ft 2 ) "C" Wtd "C" Impervious 1,159 6,344 1.00 0.18 4c, Pervious 5,185 6,344 0.20 0.16 Runoff Coefficient (C) = 0.35 Runoff Volume V = 0.35 x 6,344 x 9.3 / 12 V = 1,702 ft Postdevelopment Runoff Volume: Lot Area (A) = 6,344 ft Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 3,028 6,344 1.00 0.48 Pervious 3,316 6,344 0.20 0.10 Runoff Coefficient (C) = 0.58 Runoff Volume V = 0.58 x 6,344 x 9.3 / 12 V = 2,861 ft Required Storage Volume DV = Postdevelopment Runoff Volume - Predevelopment Runoff Volume DV = 2,861 - 1,702 DV = 1,159 ft Retention 336 2nd St- onsite Retentionxis 6/26/2006 Comp. By: RLC ' Date: 6/26/2006 Public Works Department City of Atlantic Beach Permit No: 06 +33198 Address: 336 2nd Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V = CAR/12 Where: V = Volume of Runoff C = Coefficient of Runoff A = Area of lot in square feet R= 25 -yr / 24 -hr rainfall depth (9.3- inches for Atlantic Beach) Predeveloament Runoff Volume: Lot Area (A) = 6,344 ft' Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 1,159 6,344 1.00 0.18 Pervious 5,185 6,344 0.20 0.16 Runoff Coefficient (C) = 0.35 Runoff Volume V = 0.35 x 6,344 x 9.3 / 12 V = 1,702 ft 3 Postdeveloament Runoff Volume: Lot Area (A) = 6,344 ft Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 3,028 6,344 1.00 0.48 r Pervious 3,316 6,344 0.20 0.10 Runoff Coefficient (C) = 0.58 Runoff Volume V = 0.58 x 6,344 x 9.3 / 12 V = 2,861 ft Required Storage Volume DV = Postdevelopment Runoff Volume - Predevelopment Runoff Volume DV = 2,861 - 1,702 DV = 1,159 ft Retention 336 2nd St- onsite Retention.As 6/26/2006