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Permits 320 Garden Lane Q Pose# ..,. VE Y S' AD Y IIS t, DATE: -v A 0-4,41 A/ A 6 .4d4O4 The West- 30.0 feet of Lot 3 and the East 26.50 feet of Lot 4, SELVA MARINA GARDEN, according to plat thereof, recorded in Plat Book 37 , page 84, current public records of Duval County, Florida. APPROVED CITY OF ATLI.NTIC BEACH BUILDING OFFICE CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach. FL 32233 - Tei. 247-5u2U - Fax: 247-581'7 PLUMBING PERMIT _ PERMIT INFORMATION ? --- LOCATION PNIFOI�; A T ION -- --- Permit Type: PLUMBING Address: 320 GARDEN LANE Class of Work: ALTERATIONATLANTIC BEACH, FLORIDA 32233 Proposed Use: Township: 0 Range: 0 Book: Square Feet: ! Lotts): Block: Section:0 Est. Value: Subdivision: Parcel Number: Improv. Cost: - - - -- --- _ OW>\iER INr=oIwATtoN Iaate Issued; 5/29/2002 i— �_ J! Total Fees: Name: _r_W. STEINKE 57.00 4 Address: 320 GARDEN LANE Am>`aunf Paid: 57.00 Bate paid: 512912002 ATLANTIC BEACH, FLORIDA 32233 `_ - 9041278-0335 . 1Nork l3esc REPIPE 12 FI�TU — . � `�'�"� � -- CONTRATOR`S° STEEG PU0_ MBING ^� ': ATION FEES 57.CC m r � w a . r w t __.. - ` ...y z t s x � 4. NOTICE- ! ECTI _ C3 A LA44Q. i oR T3 k PE CTION BUILDING MATERIAL: t1I SPACE: AND MUST AWAY,t TRAC R nR OWN in - MU T ED IN PUBLRIC "FAILURE TO COMPLY �+ee PROPERTY t WNER PAY1N 1" ULT IN THE SSUED ACCORDING TO APPROVED PLANS — - -OR VIOLATION OF APPLICABLE PROVISIONS OF LAW. !S PERMIT AND SUBJECT TO REVOCATION , j R fes'' *T: RANIER Type OG Drawer: 1 3 14 PERMITS-BOILDIHG 1P $57.08 NT1CC _ ____ T Date: 5/38/82 01 66ipt no: 61622 BUIL DEPT. Q0180003221000 CK CHECKS 5288 --557.08 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: � 1_ Y TELEPHONE NO. PLUMBING CONTRACTOR skGC-!i A45 C 1 CONTRACTOR' S ADDRESS: 4,6 STATE . LICENSE NUMBER: 7194 TELEPHONE: - CII HOW 1OANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST ,FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: x $3 .50 + $15.00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: --------------------------- ------------------------------------ - INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF ATLANTIC BEACH t 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 f.. t Application Number . . . . . 06-00033993 Date 10/03/06 Property Address . . . . . . 320 GARDEN IN Application type description ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 5500 ----------------------------------------------------------------------------- Application desc REROOF ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ STEINKE, THOMAS W. SUNLIGHT SOLUTIONS, INC 320 GARDEN LANE 4 SEATROUT ST ATLANTIC BEACH FL 32233 PONTE VEDRA BCH FL 32082 (904) 543-1300 ---------------------------------------------------------------------------- Permit ROOF PERMIT Additional desc . . Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 5500 Expiration Date . . 4/01/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 .00 . 00 . 00 PERMTT IS APPROVED ONLY IN ACCORDANCE WfM ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ; j CITY OF ATLANTIC BEACH PLAN REVIEW SHEET ,. R uted .Makowski Building Department Public Works&Public Utilities Departments _E7Mg-gMs 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# 66 — 3-3,193 Property Address: <9c9-D aeTdf-p? Z&Z' 6 Applicant: �i S0AZ47-M,5 Project: This permit application has been: Approved as noted by the Department. Final application approval must come from the Building Department. E3 Reviewed and the following items ne ttention: No o - //0°0 - 7 GDzQ �o o ffll A10 Please re-submit your apMication when these items have been completed. Reviewed By: Date: Q C Date Contractor Notified: CITY OF ATLANTIC BEACH .. ROOFING PERMIT APPLICATION Date: G� * "PLEASE SUBMIT(2)COMPLETE SETS OF PRODUCT APPROVALS WITH APPLICATION. Job Address: A;2 0 44AOt-� L-q-g Owner of Property: % ,ct,4 Li/. .Sl e",V G15 Address: & 20 44M&W zo.'-o Telephone: 99,3- Contractor: _7&0/j h7 J6/k;77chiJ State License Number:CLC 13 Z.SK_ 2_2 Contractor's Address: / 4j ca-a-eve M_ Phi 4�9ll.R_ _52-.0e?– Telephone: 52-.0eZTelephone: 1-l30o Fax: .51,'_? /5.65" Scope of Work: Deck Slope: 2- Greater than 2:12 Less than 2:12 Valuation of work: Product Name(Example: Timberline): Manufacturer(Example: GAF): ASTM Designation(s): Required Inspections: Sheathing,,and F• 1 Signature of Owner: Date: 4/7/06 AS TO OWNER: r� Sworn to and subscribed before me this d` day of ,20A�L _. Stage:Ojlorid""O"*Wal Commission#QQ267226 Notary's Signature: Expires February 19,2008 eordo Troy Fero•Inwranw Inc $Waee.70+s L� Personally kno ❑ Produced identification Type of identification produced �( Signature of Contractor: Date: AS TO CONTRACTOR: Sworn to and subscribed before me this 't � � day of Sep fem be r '20 Q State of Florida,County of Duval Notary's Signature: —44,ryvyv- -t:ve A 1,BU88EY /Personally❑ known :' Fr MY C)io1 hl$510N A pp+112624 roduced identification t: r/'PIRF'' arcn X Type of identification produced � h?� g;,gtiel1hru!it?iei;l'UI31icUtICMVi�e� G'`f45,- 0 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fag: (904)247-5845 •http://www.ci.atlantic-beach.fl.us Page 1 Revised 2/21/03 Florida Building Code Online rage i or HLE C BCS Home i Log In j Hot Topics j Submit Surcharge i Stats&Facts I Publications FBC Staff BCLS Site t r� Product Approval �� USER: Public User Community ' Product Approval Menu > Product or Application_Search > Application List>Application Detain F- # FL7154, ,. c gPPkOVED Application Type New Lln OF ATLANTIC BEACH COMMUNTY BZGT Code Version 2004 DEVELOPMENt Application Status ApprovedComments Archived ' Product Manufacturer, TAMKO Building Products, Inc. • r Address/Phone/Email PO Box 1404 Joplin, MO 64802 �■..� (800) 641-4691 ext 2394 fred_oconnor@tamko.com Authorized Signature Frederick O'Connor �..� fred_oconnor@tamko.com �® Technical Representative Frederick J. O'Connor Address/Phone/Email PO Box 1404 ® � Joplin, MO 64802 �® (800) 641-4691 fred—oconnor@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency Underwriters Laboratories Inc. http://www-flori&building-org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtZip8reVGFaB9RJ%2f... 9/20/2001 Florida Building Code Online rage z vi Referenced Standard and Year (of Standard Standard) ASTM D 3161 ASTM D3462 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/13/2006 Date Validated 08/15/2006 Date Pending FBC Approval 08/17/2006 Date Approved 08/22/2006 Summary of Products FL # Model, Number or Name Description 7154.1 Heritage Vintage AR A heavy weight dimensional asps Limits of Use Certification Agency Certifica� Approved for use in HVHZ: No FL7154 ROC CAC hertvint u Approved for use outside HVHZ: Yes FL7154_RO_C_CAC_Hert_vintac_ Impact Resistant: N/A Installation Instructions Design Pressure: N/A FL7.154 RO II—hert—vint app_ir Other: Verified By: Underwriters Labor: Back ] Next DCA Administration Department of Community Affairs Horlda 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 Disclaimer Product Approval Accepts: eCkack -PRO http://www.flori&buil(ing.org/pr/pr app_ d.aspx?param--wGEVXQwtDgtZip8reVGFaB9RJ%2f.. 9/20/2001 Application instructions for TAMK0 e HERITAGE® VIHTAGETMAR — Philli sbur Ks p g, BUILDING PRODUCTS LAMINATED ASPBAIN SHINGLES THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED.TAMKO BUILD- ING PRODUCTS,INC.ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. THIS PRODUCT IS COVERED BY A LIMITED WARRANTY,THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER(BELOW 40°F),CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES, IMPORTANT It is not necessary to remove the plastic strip from the back of the shingles. 1.ROOF DECK 8.FASTENERS These shingles are for application to roof decks capable of receiving WIND CAUTION:Extreme wind velocities can damage these shingles and retaining fasteners,and to inclines of not less than 2 in.per foot. after application when proper sealing of the shingles does not occur. For roofs having pitches 2 in.per foot to less than 4 in.per foot,refer This can especially be a problem if the shingles are applied in cooler to special instructions titled"Low Slope Application".Shingles must be months or in areas on the roof that do not receive direct sunlight. applied properly.TAMKO assumes no responsibility for leaks or defects These conditions may impede the sealing of the adhesive strips on the resulting from improper application,or failure to properly prepare the shingles.The inability to seal down may be compounded by prolonged surface to be roofed over. cold weather conditions and/or blowing dust.In these situations,hand sealing of the shingles is recommended.Shingles must also be fas- NEW ROOF DECK CONSTRUCTION: Roof deck must be smooth, tened according to the fastening instructions described below. dry and free from warped surfaces.It is recommended that metal drip edges be installed at eaves and rakes. Correct placement of the fasteners is critical to the performance of the shingle. If the fasteners are not placed as shown in the diagram and PLYWOOD: All plywood shall be exterior grade as defined by the described below,this will result in the termination of TAMKO's liabilities American Plywood Association.Plywood shall be a minimum of 3/8 in. under the limited warranty.TAMKO will not be responsible for damage thickness and applied in accordance with the recommendations of the to shingles caused by winds in excess of the applicable miles per hour American Plywood Association. as stated in the limited warranty.See limited warranty for details. SHEATHING BOARDS:Boards shall be well-seasoned tongue-and- FASTENING PATTERNS: Fasteners must be placed 6 in. from the groove boards and not over 6 in.nominal width. Boards shall be a top edge of the shingle located horizontally as follows: 1 in. nominal minimum thickness. Boards shall be properly spaced and nailed. 1)Standard Fastening Pattern.(For use on decks with slopes 2 in. per foot to 21 in.per foot.)One fastener 1-1/2 in.back from each end, TAMKO does not recommend re-roofing over existing roof. one 10-3/4 in. back from each end and one 20 in.from one end of the shingle for a total of 5 fasteners.(See standard fastening pattern R.VENTILATION illustrated below). Inadequate ventilation of attic spaces can cause accumulation of STANDARD FASTENING PATTERN moisture in winter months and a build up of heat in the summer.These conditions can lead to: 4° Al— C posure 1.Vapor Condensation xaa� = eo" Notch 2.Buckling of shingles due to deck movement. Nail 3.Rotting of wood members. 6. Fasteners 4.Premature failure of roof. To insure adequate ventilation and circulation of air, place louvers of n-vr sufficient size high in the gable ends and/or install continuous ridge and soffit vents.FHA minimum property standards require one square foot of net free ventilation area to each 150 square feet of space to be vented, Exposure or one square foot per 300 square feet if a vapor barrier is installed on ) the warm side of the ceiling or if at least one half of the ventilation is provided near the ridge. If the ventilation openings are screened,the total area should be doubled. 2)Mansard or Steep Slope Fastening Pattern.(For use on decks R IS PARTICULARLY IMPORTANT TO PROVIDE ADEQUATE VEN- with slopes greater than 21 in.per foot.)Use standard nailing instruc- TtLATION. tions with four additional nails placed 6 in.from the butt edge of the shingle making certain nails are covered by the next (successive) course of shingles. (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 OW6 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 www.tamko.com Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 ® (CONTINUED from Pg. 1) ETAIA:WKU I • HERITAGE® VINTAGETM AR— Phillipsburg, KS BUILDING PRODUCTS WIMINATED ASPIiALT S81NGLES Each shingle tab must be sealed underneath with quick setting asphalt In areas where ice builds up along the eaves or a back-up of water from adhesive cement immediately upon installation.Spots of cement must frozen or clogged gutters is a potential problem,TAMKO's Moisture be equivalent in size to a$.25 piece and applied to shingles with a 5 in. Guard Plus®waterproofing underlayment(or any specialty eaves flash- exposure,use 9 fasteners per shingle. ing product)may be applied to eaves,rakes,ridges,valleys,around MANSARD FASTENING PATTERN chimneys,skylights or dormers to help prevent water damage.Contact TAMKO's Technical Services Department for more information. TAMKO does not recommend the use of any substitute products as 6' Fastener Nail shingle underlayment. Zone • - - • - - - - - - + - - -r j S.APPWCATION INSTRUCTIONS s` STARTER COURSE:Two starter course layers must be applied — —�— — — — — • — — — — — +— — — — prior to application of Heritage Vintage AR Shingles. bl , The first starter course may consist of TAMKO Shingle Starter,three Exposure tab self-sealing type shingles or a 9 inch wide strip of mineral surface roll roofing. If three tab self-sealing shingles are used, remove the exposed tab portion and install with the factory applied adhesive Apply under each tab l•diameter asphalt adheswe cement. adjacent to the eaves. If using three tab self-sealing shingles or shingle starter,remove 18 in,from first shingle to offset the end joints NAILS*TAMKO recommends the use of nails as the preferred method of the Vintage Starter. Attach the first starter course with approved of application.Standard type roofing nails should be used.Nail shanks fasteners along a line parallel to and 3 in. to 4 in. above the eave should be made of minimum 12 gauge wire,and a minimum head di- edge. The starter course should overhang both the eave and rake ameter of 3/8 in.Nails should be long enough to penetrate 3/4 in.into edge 1/4 in, to 3/8 in. Over the first starter course, install Heritage the roof deck.Where the deck is less than 3/4 in.thick,the nails should Vintage Starter AR and begin at the left rake edge with a full size be long enough to penetrate completely through plywood decking and shingle and continue across the roof nailing the Heritage Vintage extend at least 118 in.through the roof deck.Drive nail head flush with Starter AR along a line parallel to and 6 in.from the eave edge. the shingle surface. Pmpsv.IIY Wven Improperly Driven n db—tar uMeniften ovsrdrhwi eroobd �-n �--Aspheh ECpe Or9e-FkUnbMM- __ Shingin .I . ................................... l_ ln"nomhul Eeve Flau�q ar NphM SaaaWe FK straight.good psriatratlon. Inadequate too do"cuts InaInde and flush with shingle surhu penetrailen hdo shln N sun tet 3 Witl,te• •........ } Removed 4.9MAYMM sa a Str pa 0"them P vtoe nplmgE a F.ee-F LooekE Esvn Nb Renta 1IP b 18• PUNoirod Nona Esvee Ila P Frain°eve etlga Oro Etke UNDERLAYMENT An underlayment consisting of asphalt saturated felt must be applied over the entire deck before the installation of TAMKO shingles.Failure to add underlayment can cause premature failure of the shingles and leaks which are not covered by TAMKO's limited war- Dop Asphalt Salute ad ranty.Apply the felt when the deck is dry.On roof deckr:4 in.per foot E"°° aawaPaa uml.neMaxe and greater apply the felt parallel to the eaves lapping each course of the felt over the lower course at least 2 in.Where ends join,lap the felt $eOn� Eave Reel mpo 4 in.If left exposed,the underlayment felt may be adversely affected by ",*."s.ew..e Pea ......... moisture and weathering.Laying of the underlayment and the shingle application must be done together. StnM Satre(harherq NaN Nntage Starter Products which are acceptable for use as underlayment are: EeaeaNMRdwatN m3a 6hom,fi.....da. I• —TAMKO No.15 Asphalt Saturated Organic Felt —A non-perforated asphalt saturated organic felt Note:Do not allow Vintage Starter AR joints to be visible between which meets ASTM:D226,Type I or ASTM D4869,Type I shingle tabs.Cutting of the starter may be required. —Any TAMKO non-perforated asphalt saturated organic felt —TAMKO TW Metal and Tile Underlayment, HERITAGE VINTAGE STARTER AR TW Underlayment and Moisture Guard Plus®(additional 12 112fe x 36"20 PIECES PER BUNDLE ventilation maybe required.Contact TAMKO's technical 60 LINEAL FT.PER BUNDLE services department for more information) (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 05/06 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 www.tamko.com Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 ^ Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 c - ® (CONTINUED from Pg. 2) TAMKO . HERITAGE.® VIHTAGETM AR— Phillipsburg, KS BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES SHINGLE APPLICATION:Start the first course at the left rake edge Following valley metal application; a 9"to 12"wide strip of TAMKO with a full size shingle and overhang the rake edge V4 in.to 3/8 in.. Moisture Guard Plus, TW Underlayment or TW Metal & Tile To begin the second course,align the right side of the shingle with the Underlayment should be applied along the edges of the metal valley 5-1/2 in. alignment notch on the first course shingle making sure to flashing(max.6"onto metal valley flashing)and on top of the valley align the exposure notch. (See shingle illustration on next page)Cut underlayment.The valley will be completed with shingle application. the appropriate amount from the rake edge so the overhang is 1/4"to 3/8".For the third course,align the shingle with the 15-1/2 in.alignment SHINGLE APPLICATION INSTRUCTIONS(OPEN VALLEY) notch at the top of the second course shingle,again being sure to align •Snap two chalk lines,one on each side of the valley centerline the exposure notch. Cut the appropriate amount from the rake edge. over the full length of the valley flashing.Locate the upper ends To begin the fourth course,align the shingle with the 5-1/2 in.alignment of the chalk lines 3"to either side of the valley centerline. . notch from the third course shingle while aligning the exposure notch. •The lower end should diverge from each other by 1/8"per foot. Cut the appropriate amount from the rake edge.Continue up the rake in Thus,for an 8'long valley,the chalk lines should be 7"either as many rows as necessary using the same formula as outlined above. side of the centerline at the eaves and for a 16'valley 8". Cut pieces may be used to complete courses at the right side.As you work across the roof, install full size shingles taking care to align the As shingles are applied toward the valley,trim the last shingle in each exposure notches.Shingle joints should be no closer than 4 in. course to fit on the chalk line. Never use a shingle trimmed to less than 12"in length to finish a course running into a valley.If necessary, trim the adjacent shingle in the course to allow a longer portion to be used. 5-1/2" •Clip 1"from the upper corner of each shingle on a 45°angle 15 1 5-1/2„ Fut1 Shingle to direct water into the valley and prevent it from penetrating between the courses. • Form a tight seal by cementing the shingle to the valley lining with a 3"width of asphalt plastic cement(conforming to ASTM D 4586). 2nd Course 1st Course VINTAGE Open Valley Detail Starter, Starter ., I i r 6.6OW SLOPE APPWCATION Underlayment 5, , i t"E t On pitches 2 in.per foot to 4 in.per foot cover the deck with two layers of Self-adhered strip In ply ; (maximum 6"onto metal underlayment.Begin by applying the underlayment in a 19 in.wide strip valley flashing) along the eaves and overhanging the drip edge by 1/4 to 3/4 in.Place s_ 12"tap lap a full 36 in.wide sheet over the 19 in.wide starter piece,completely '' overlapping it.All succeeding courses will be positioned to overlap the ` Chalk lines dNerge preceding course by 19 in.If winter temperatures average 25°F or less, Ire"per mot thoroughly cement the laps of the entire underlayment to each other with plastic cement from eaves and rakes to a valley centerline p point of a least 24 in. � = � � ��_ inside the interior wall line of the building.As an alternative,TAMKO's Motel valley flashing Moisture Guard Plus sell-adhering waterproofing underlayment may be used in lieu of the cemented felts. , 4 valley underlaymem 7.VALLEY APPWCATION End shingles trimmed TAMKO recommends an open valley construction with Heritage Vintage to check Ilne AR shingles. To begin,center a sheet of TAMKO Moisture Guard Plus,TW Underlay- •CAUTION: ment or TW Metal&Tile Underlayment in the valley. Adhesive must be applied in smooth,thin,even layers. After the underlayment has been secured, install the recommended Excessive use of adhesive will cause blistering to this product. corrosion resistant metal(26 gauge galvanized metal or an equivalent) in the valley.Secure the valley metal to the roof deck.Overlaps should TAMKO assumes no responsibility for blistering. be 12"and cemented. (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 05/06 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 www.tamko.com Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 ® (CONTINUED from Pg. 3) ETA:IMK0 • HERITAGE® VINTAGE" AR — Phillipsburg, KS BUILDING PRODUCTS LANINATED ASPHALT SHINGLCS 8.NIP AND RMGE FASTENING DETAIL Apply the shingles with a 5 in.exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the prevailing winds. Secure each shingle with one fastener on each side,5-1/2 in.back from the exposed end and 1 in.up from the edge.TAMKO recommends the use of TAMKO Heritage Vintage Hip&Ridge shingle products. Fasteners should be 1/4 in.longer than the ones used for shingles. IMPORTANT:PRIOR TO INSTALLATION,CARE NEEDS TO BE TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLE IN COLD WEATHER. Direction of prevailing wind Start 5"exposure here— t„ 5" i ` Fastener i 11r`51/�" Star y— here 5"exposure THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED.TAMKO BUILDING PRODUCTS,INC.ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOL- LOW THE MANUFACTURER'S INSTRUCTIONS. TAMKOO,Moisture Guard Plus®,Nail Fast@ and Heritage®are registered trademarks and VintageTm is a trademark of TAMKO Building Products,Inc. Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 05/06 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 www.tamko.com Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 w Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 4 JP55605 ETA:1MX00j Application Instructions for • HERITAGE® VIHTAGRTM AR — Phillipsburg, KS BUILDING PRODUCTS LAMINATED ASPRALT SHINGLES THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED.TAMKO BUILD- ING PRODUCTS,INC.ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. THIS PRODUCT IS COVERED BY A LIMITED WARRANTY,THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER(BELOW 40oF),CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES. IMPORTANT It is not necessary to remove the plastic strip from the back of the shingles. 1.ROOF DECK $"FASTENERS These shingles are for application to roof decks capable of receiving WIND CAUTION:Extreme wind velocities can damage these shingles and retaining fasteners,and to inclines of not less than 2 in.per foot after application when proper sealing of the shingles does not occur. For roofs having pitches 2 in.per foot to less than 4 in.per foot,refer This can especially be a problem if the shingles are applied in cooler to special instructions titled"Low Slope Application".Shingles must be months or in areas on the roof that do not receive direct sunlight. applied properly.TAMKO assumes no responsibility for leaks or defects These conditions may impede the sealing of the adhesive strips on the resulting from improper application, or failure to properly prepare the shingles.The inability to seal down may be compounded by prolonged surface to be roofed over. cold weather conditions and/or blowing dust.In these situations,hand sealing of the shingles is recommended.Shingles must also be fas- NEW ROOF DECK CONSTRUCTION: Roof deck must be smooth, tened according to the fastening instructions described below. dry and free from warped surfaces. It is recommended that metal drip edges be installed at eaves and rakes. Correct placement of the fasteners is critical to the performance of the shingle. If the fasteners are not placed as shown in the diagram and PLYWOOD;All plywood shall be exterior grade as defined by the described below,this will result in the termination of TAMKO's liabilities American Plywood Association.Plywood shall be a minimum of 3/8 in. under the limited warranty.TAMKO will not be responsible for damage thickness and applied in accordance with the recommendations of the to shingles caused by winds in excess of the applicable miles per hour American Plywood Association. as stated in the limited warranty.See limited warranty for details. SHEATHING BOARDS:Boards shall be well-seasoned tongue-and- FASTENING PATTERNS: Fasteners must be placed 6 in.from the groove boards and not over 6 in. nominal width. Boards shall be a top edge of the shingle located horizontally as follows: 1 in. nominal minimum thickness. Boards shall be properly spaced and nailed. 1)Standard Fastening Pattern.(For use on decks with slopes 2 in. per foot to 21 in.per foot.)One fastener 1-1/2 in.back from each end, TAMKO does not recommend re-roofing over existing roof. one 10-3/4 in. back from each end and one 20 in.from one end of the shingle for a total of 5 fasteners.(See standard fastening pattern R.TENT LATION illustrated below). Inadequate ventilation of attic spaces can cause accumulation of STANDARD FASTENING PATTERN moisture in winter months and a build up of heat in the summer.These conditions can lead to: 40 F i 1.Vapor Condensation m � - E Notch re 2.Buckling of shingles due to deck movement. T 3.Rottingof wood members. s° Faaene: Nail zone 4.Premature failure of roof. n-vr To insuPe adequate ventilation and circulation of air, place louvers of sufficient size high in the gable ends and/or install continuous ridge and soffit vents.FHA minimum property standards require one square foot of 5• net free ventilation area to each 150 square feet of space to be vented, Expos re or one square foot per 300 square feet if a vapor barrier is installed on + the warm side of the ceiling or if at least one half of the ventilation is1112 provided near the ridge. If the ventilation openings are screened,the total area should be doubled. 2)Mansard or Steep Slope Fastening Pattern.(For use on decks IT IS PARTICULARLY IMPORTANT TO PROVIDE ADEQUATE VEN- with slopes greater than 21 in.per foot.)Use standard nailing instruc- TILATION_ tions with four additional nails placed 6 in,from the butt edge of the shingle making certain nails are covered by the next (successive) course of shingles. (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 05/06 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 www.tamko.com Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 NN■ ® (CONTINUED from Pg. 1) TAMKO . HERITAGE® VINTAGE"' AR — Phillipsburg, KS BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Each shingle tab must be sealed underneath with quick setting asphalt In areas where ice builds up along the eaves or a back-up of water from adhesive cement immediately upon installation.Spots of cement must frozen or clogged gutters is a potential problem,TAMKO's Moisture be equivalent in size to a$.25 piece and applied to shingles with a 5 in. Guard Plus®waterproofing underlayment(or any specialty eaves flash- exposure,use 9 fasteners per shingle. ing product)may be applied to eaves,rakes,ridges,valleys,around MANSARD FASTENING PATTERN chimneys,skylights or dormers to help prevent water damage.Contact TAMKO's Technical Services Department for more information. 6' Fasteners TAMKO does not recommend the use of any substitute products as — — Nail shingle underlayment. zone S.APPLICATION INSTRUCTIONS r STARTER COURSE:Two starter course layers must be applied T — —•— — — — — • — — — — — — — — — prior to application of Heritage Vintage AR Shingles. 6' s• The first starter course may consist of TAMKO Shingle Starter,three Exposure tab self-sealing type shingles or a 9 inch wide strip of mineral surface roll roofing. If three tab self-sealing shingles are used, remove the exposed tab portion and install with the factory applied adhesive Apply under each tab l'diameter asphalt adhesive cement adjacent to the eaves. If using three tab self-sealing shingles or shingle starter,remove 18 in.from first shingle to offset the end joints NAILS;TAMKO recommends the use of nails as the preferred method of the Vintage Starter.Attach the first starter course with approved of application.Standard type roofing nails should be used.Nail shanks fasteners along a line parallel to and 3 in. to 4 in. above the eave should be made of minimum 12 gauge wire,and a minimum head di- edge. The starter course should overhang both the eave and rake ameter of 3/8 in. Nails should be long enough to penetrate 3/4 in.into edge 1/4 in. to 3/8 in. Over the first starter course, install Heritage the roof deck.Where the deck is less than 3/4 in.thick,the nails should Vintage Starter AR and begin at the left rake edge with a full size be long enough to penetrate completely through plywood decking and shingle and continue across the roof nailing the Heritage Vintage extend at least 1/8 in,through the roof deck.Drive nail head flush with Starter AR along a line parallel to and 6 in.from the eave edge. the shingle surface. ProprN Drive" Improperty orh im a3r8'min db m mm, underdrhren overdriven crooked pq Agdaa 8—W N. t— Phan Edge arga FitUndena,— �_ghklplee 2FAS�� Deckling ........................................ l_ 1N"nOrnklel EeveAspl,eil SaeVtlght,good peneasdon, Inadquate too deepMs kidgwtestmt 1m smp VAe,1Cand flush vMh shingle su lseepanetratbn Into ahlegle anchorage — S.—6kM 0-1heng Self-sealing Adhe"s Faalanan Located 4.ON111MLAYMMIT Eawa AM Rakes 1N'te Sal' P-111—d Hong E.— 3'WO Fran eeve edge aiREtlgs UNDERLAYMENT An underlayment consisting of asphalt saturated felt must be applied over the entire deck before the installation of TAMKO shingles. Failure to add underlayment can cause premature failure of the shingles and leaks which are not covered by TAMKO's limited war- orw Alphas Smmied ranty.Apply the felt whin the deck is dry.On roof decks 4 in.per foo* Edge o�mkFen und.d.rmmi and greater apply the felt parallel to the eaves lapping each course of --------------.................................................. the felt over the lower course at least 2 in.Where ends join,la the telt S—df — 1 p Eave Realm,a 4 in.If left exposed,the underlayment felt may be adversely affected by AWM4=m.dF.6 .................... moisture and weathering. Laying of the underlayment and the shingle application must be done together. -- Stena smp.Orerhanq Nail VMtage Starter Products which are acceptable for use as underlayment are: Eeaea And Rakes lila'm a la' 6-hanth—,edge NO Edge —TAMKO No. 15 Asphalt Saturated Organic Felt —A non-perforated asphalt saturated organic felt Note:Do not allow Vintage StarterAR joints to be visible between which meets ASTM:D226,Type I or ASTM D4869,Type I shingle tabs.Cutting of the starter may be required. —Any TAMKO non-perforated asphalt saturated organic felt —TAMKO TW Metal and Tile Underlayment, HERITAGE VINTAGE STARTER AR TW Underlayment and Moisture Guard Plus®(additional 121/2"x 361120 PIECES PER BUNDLE ventilation maybe required.Contact TAMKO's technical 60 LINEAL FI'.PER BUNDLE services department for more information) (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 05/06 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 www.tamko.com Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 ^ Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 L n _ ,. ® (CONTINUED from Pg. 2) TAMKO HERITAGE® VINTAGETM AR— Phillipsburg, KS BUILDING PRODUCT'S 6AMINATED ASPRA6T SHINGI.BS SHINGLE APPLICATION:Start the first course at the left rake edge Following valley metal application; a 9"to 12"wide strip of TAMKO with a full size shingle and overhang the rake edge V4 in.to 3/8 in.. Moisture Guard Plus, TW Underlayment or TW Metal & Tile To begin the second course,align the right side of the shingle with the Underlayment should be applied along the edges of the metal valley 5-1/2 in, alignment notch on the first course shingle making sure to flashing(max.6"onto metal valley flashing)and on top of the valley align the exposure notch. (See shingle illustration on next page) Cut underlayment.The valley will be completed with shingle application. the appropriate amount from the rake edge so the overhang is 1/4"to 3/8".For the third course,align the shingle with the 15-1/2 in.alignment SHINGLE APPLICATION INSTRUCTIONS(OPEN VALLEY) notch at the top of the second course shingle,again being sure to align • Snap two chalk lines,one on each side of the valley centerline the exposure notch. Cut the appropriate amount from the rake edge. over the full length of the valley flashing.Locate the upper ends To begin the fourth course,align the shingle with the 5-1/2 in.alignment of the chalk lines 3"to either side of the valley centerline. . notch from the third course shingle while aligning the exposure notch. •The lower end should diverge from each other by 1/8"per foot. Cut the appropriate amount from the rake edge.Continue up the rake in Thus,for an 8'long valley,the chalk lines should be 7"either as many rows as necessary using the same formula as outlined above. side of the centerline at the eaves and for a 16'valley 8". Cut pieces may be used to complete courses at the right side.As you work across the roof, install full size shingles taking care to align the As shingles are applied toward the valley,trim the last shingle in each exposure notches.Shingle joints should be no closer than 4 in. course to fit on the chalk line. Never use a shingle trimmed to less than 12"in length to finish a course running into a valley.If necessary, trim the adjacent shingle in the course to allow a longer portion to be used. 5-1/2" •Clip 1"from the upper corner of each shingle on a 45°angle •' 15-1j2"5.112" le rFull to direct water into the valley and prevent it from penetrating i between the courses. • Form a tight seal by cementing the shingle to the valley lining with a 3"width of asphalt plastic cement(conforming to ASTM D 4586). 2nd Course 1st Course VINTAGE Open Valley Detail Starter Starter 6.LOW SLOPE APPLICATION Uneadeyman+ F` On pitches 2 in.per foot to 4 in.per foot cover the deck with two layers of (maxximuimu red Se Sino In ply , r � 1,. m 6'onto metal underlayment.Begin by applying the underlayment in a 19 in.wide strip } valley flashing) along the eaves and overhanging the drip edge by 1/4 to 3/4 in.Place � ,.> 12"top lap a full 36 in.wide sheet over the 19 in. wide starter piece,completely overlapping it.All succeeding courses will be positioned to overlap the )r chalk ansa dhreroe preceding course by 19 in.If winter temperatures average 25°F or less, tre pBf}0of thoroughly cement the laps of the entire underlayment to each otheriine" with plastic cement from eaves and rakes to a point of a least 24 in. 7 vueycen ter inside the interior wall line of the building.As an alternative,TAMKO's * Metal valley flashing Moisture Guard Plus self-adhering waterproofing underlayment may. "f be used in lieu of the cemented felts. valley undariaymem �r es tri 7.VA6LET APPLICATION End tolcalk linemed TAMKO recommends an open valley construction with Heritage Vintage AR shingles. To begin,center a sheet of TAMKO Moisture Guard Plus,TW Underlay- •CAUTION: ment or TW Metal&Tile Underlayment in the valley. Adhesive must be applied in smooth,thin,even layers. After the underlayment has been secured, install the recommended Excessive use of adhesive will cause blistering to this product. corrosion resistant metal(26 gauge galvanized metal or an equivalent) in the valley.Secure the valley metal to the roof deck.Overlaps should TAMKO assumes no responsibility for blistering. be 12"and cemented. (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 05M Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 www.tamko.com Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 ® (CONTINUED from Pg. 3) ffTAMK . HERITAGE® VINTAGE" AR - Phillipsburg, Ks BUILDING PRODUCTS LAMINATED ASPRALT SBINGLBS 8.DIP AND DIDGS FASTENING DETAIL Apply the shingles with a 5 in.exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the prevailing winds. Secure each shingle with one fastener on each side,5-1/2 in.back from the exposed end and 1 in.up from the edge.TAMKO recommends the use of TAMKO Heritage Vintage Hip&Ridge shingle products. Fasteners should be 114 in.longer than the ones used for shingles. IMPORTANT:PRIOR TO INSTALLATION,CARE NEEDS TO BE TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLE IN COLD WEATHER. Direction of prevailing wind 5Start 5"exposure ere— 1 2 " 5 X1 Star --- here L5"exposure THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED.TAMKO BUILDING PRODUCTS,INC.ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOL- LOW THE MANUFACTURER'S INSTRUCTIONS. TAMKO®,Moisture Guard Plus®,Nail Fast®and Heritage®are registered trademarks and Vintager"'is a trademark of TAMKO Building Products,Inc. Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 osro6 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 www.tamko.com Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 A Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 4 " JP55605 CDEPARTMENT OFBU ,b1NG { CITY OF.ATLANTIC SEA C LORIRA, -'PERMIT NO. 5 0 6 7— j PERMIT TO BUILD- THIS PERMIT MUST BE POSTED ON JOB Date MAY 26 -1982 Valuation$ PLUMBING PLRMITFee$ 12.00 This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. 1 This is to certify that F. W. FAIR PLUMBING COMPANY, INC. P. 0. Box 51149, Jacksonville BQach, Florida 32250 has permission to build INSTALL NEW PLUMBING AS PER PLANS SUBMITTED Classification PATIO HOME (SF) Zone PUD j Owned by EBERLING BUILDERS Lot Block S/D GARDENS House No. 320 GARDEN LANE According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- I SPECTED BEFORE POURING. I PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE �----► :-- P. O Building material, rubbish and debris zii from this work must not be placed in public space, and must re j ed away by i on frac ner. 'rt1irK '4' 'r ! 5/.17/8 6462 "P"fing'&97/0 FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING I ELECTRICAL SEWER WATER •''fit I SNOt.L03dS,1I '114 UR R- ----- - — ONID 101 S3Qd2iD .LOOHS - N:•itl'IOD ---- - (3) D N I M-dl'I d DN - ----------- 3`IO d-1-i3.L H93 L3 S Od) -- y ONI.LOOd N0 LLF/QPu10d 2101D3dSNI I s 3.LyQ 2I3'%'�o .J/V171 / /\/ =VCT 2ve�5 SS3,,4Q(I7 SO[' ------J-ON .LIt!d3d 9NIMvl1`Id/ r !� 1NZQ'IIRq VI DEPARTMENT OF BUILDING ` CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. 5064 'f PERMIT TO BUILD �• THIS PERMIT MUST BE POSTED ON JOB Date MAY 27 19 82 t; Valuation$ b4,797.57 Fee$ 249.75 4� 7U f HEATED SQUARE FOOTAGE e9 5per s. /',p GARAGE (PRIVATE/SHED) 17 @ $ per s. CARPORT CC per s. f. $ PORCHES @ per s. DECK a7 @ P e r s. TOTAL VALUATION DATA. . . . . . . . . . . . . . 9 -------------------------- PERMIT FEES ,% TOTAL VALUATION DATE 1st 7 REMAINDER VALUATION per thousand or fraction thereof TOTAL BUILDING PERMIT PLUS 1/2 THE BUILDING PERMIT FOR PLAN FILING FEE TOTAL FEE DUE ----------------------------------- PLUMBING PERMIT FEE $ ELECTRICAL PERMIT FEE $ WATER METER SIZES & FEE SEWER CONNECTION: SQUARE FOOTAGE S 0. r) FEE WATER CONNECTION: FIXTURE UNITS @ $10.00 PER UNIT TOTAL BP & PC FEES DUE . . . . . . . . . .$ ACCOUNT NO. TOTAL WATER METER CHARGE . . . . . . . .$ TOTAL WATER CONNECTION CHARGE. . . .$ TOTAL SEWER CONNECTION CHARGE. . . .$ APPROVED CITY OF ATIANTIC BEACH BUILDING OFFICE 2 5 1982 GRAND TOTAL DUE. . . . . . . . . . . . . . . . $ AI'll,ICATI ON I0 11,1 :1hING }'I :.'•11T �� f7i ' DATE NEW TYPE OF BUILDING OWNER' S N REPIPE — _ RESIDENTIAL LOCATION ADDITION COMMERCIAL '-/ -- ---- — _--- PLUMBING FIRM ��"''. ADDRESS MASTER PLUMBER please print CITY/COUNTY OCCUPATIONAL LICENSE NO. STATE CERTIFICATE NO. G)71, j6,& __-- BUILDER OR CONTRACTOR � G�t�GC�°^ 44(t" 4 -- ----- C --------------------------------- -------------------------------------------------------- --L SINKS LAVATORY _�Z BATH PUBS URINALS FLOOR DRAINS i CLOSETS SHOWERS _� WATER HEATERS / DISHWASHERS DISPOSALS WASHING MACHINE OTHER TOTAL FIXTURE COUNT w� t INSTALLATION OF PLUMBING AND FIXTURES MUST � BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. —SlwH1qffbt MASTER PLUMBER FIXTURE UNIT BREAKDOWN f FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. SEC. 27-3 (c) �- BATHROOM GROUP CONSISTING OF BATHTUB (W/OR W/O OVER SHOWER STALL, - _ 4 WATER CLOSET, LAVATORY 5 BATH HEAD SHOWER) (2 UNITS) DOMESTIC (2 UNIT, TUB OR SHOWER STALL (6 UNITS) BIDGET (3 UNITS) LAUNDRY TRAY COMBINATION SINK & TRAY (2 UNITS) (3 UNITS) DENTAL LAVATORY (1 UNIT) KITCHEN SINK CONBINATION SINK & TRAY W/ DENTAL UNIT OR CUSPI- (2 UNITS) FOOD DIS. (4 UNITS) DOR (1 UNIT) KITCHEN SINK W/ DRINKING FOUNTAIN (31 UNIT) WASTE GRINDER DISHWASHER (2 UNITS) - FLOOR DRAINS (1 UNIT) - �_ LAVATORY (1 UNIT) LAVATORY, BARBE LAVATORY, SURGEONS (2 UNITS) BEAUTY PARLOR SHOWERS GROUP PER HEAD (2 UNITS) SURGEONS SINK (3 UNITS) (3 UNITS) FLUSHING RIM SINK (8 UNITS) SERVICE SINK TRAP POT, SCULLERY SINK (4 UNITS) URINAL, PEDESTAL, SYPHON JET STAND (3 UNITS) BLOWOUT (8 UNITS) URINAL, WALL LIP URINAL STALL, (4 UNITS) WASHOUT (4 UNITS URINAL TROUGH EACH 2' SECTION (2 UNITS) WASHING MACHINE RES. WASH SINK EA SE- (3 UNITS) OF FAUCETS WATER CLOSETS, TANK- _ WATER CLOSETS, VALVE (2 UNITS) OPERATED (4 UNITS) OPERATED (8 UNITS) TOTAL FIXTURE UNITS FORM 900 AND 901 -123 v�TNEsrAT�o FLORIDA MODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION 906 GRAHAM SECTION 9 GOVERMO116 ENERGY OFFICE 'M 4-will P°�' GOVERNOR POINTS (METHOD LEX NESTER,DIRECTOR PREPARED BY: BRASHAM KUHNS DESAY- CONSULTING ENGINEERS PROJECT NAME SELVA.MARINA GARDENS JURISDICTION`-- AND. ADDRESS PATIO HOMES WILDER - BUILDING PERMIT NO EBERLING BUILDERS, INC. 1:43 OWNER EBERLING BUILDERS INC To K FILLED1.6 w 9L DO.OFFICIAL100 To a M1.6111aI sr ota1s11sI1 STATISTICAL DATA Zola wdoe! • Me OP LPI HEATING SYSTEM TYPE TWATER SYSTEM TYPEON NUMBER OF MATS STRIP P GAS OIL SOLAR Rt.EC. SEi GOLAN CSS FRAIL SIN 13101 ❑ ❑ ❑• ❑ 1 23 SASE MASET COWi1ON WALL• common cei link MAXIMUM ALLOWED X5 XIl s ro011 AP►l1IS171 D "W" ^Ta MOTS MAW OIItAT011 MVMHIS EPI CERTIFIED BY: TE. 5/21/82 EPI ' 66.48 9D DESM CREDIT POINTS(CPQ 9E DESIGN PENALTY POINTS(PPI CEILING FANS (111 90140.SPACE) 1 PER FAN WAMM AM DRYER (w 00w 9100* S MULTI ZONE A/C AAT66 0141 S NAX.OPENINS OF SLASS(40% 5 OPERABLE WIN10OWS I SIDE «t a 11 200 110o11s11) I PERROOM WHOLE NOUSE FAN 91.6 cFrisF1 TOTAL 3 90PERSCRIPTIYE MEASURES CHECK FOR COMPLIANCE SECTION CHECK HEATING SYSTEM EFFICIENCY SO&4 AIR CONDITIONING CONTROLS SO&? A/C DUCT CONSTRUCTION 603.9 PIPING INSULATION (srsT AT114s� $03-10 WATER HEATER 1A«wnIt "-T0 LAWILI SO4.! ❑ SWIlIMNNG POOLS 604.1 ❑ TOTAL. NlOMER FLOW IKsmCTORs $041.6 is EDGE INSULATION PERIMETER WPM GWP Q R0- 2.9 92. 7 -�"9 R3 - 5.9 69.5 y � R6 & UP 46. 4 SINGLE DOUBLE OR AREA SINGLE DOUBLE WOF GWP OR AREA SOF CSP CLR TIN CLR TIN N 20 1 S 7.4 120 e 8 1 2416 N 20 46 123 120 10 1 2400 NE 1S7o4 12008 NE 21 186 190 lSr- E 29 157.4 120.8 .99 3468 E 29 9 242 251 1 -7v 9- Z SE 1S7. 4 120.8 = SE 1 219 226 i S 1 S 7. 4 120*8 S 90 160 160 13 ~ sw 157* 4 120.8 „ sw 1 219 226 c o W 89 242 251 CO re 118r I w 157. 4 1208 93 9417 Q 84 NW 157. 4 120. 8 t NW 21 186 190 1 sr J H 46@4 79. 3 n E N 9 408 432 361 J IL � o �s 0 0 0 0 H: HORIZONTAL GLASS ( SKYLIGHTS) FOR TINTED GLASS SL# 0.63 SEE SEC-902.2d TOTAL GROSS WINTER POINTS 112 219 TOTAL CROSS SUMMER POINTS 52-947 a W I'Fl1lE11GLAis 1.10 F' 59 947 1"FlsElwu►sa 1.18 V J .B�FMIERGLAS 1.12 V Q DUCT IM CommI.00 Q CT MI CCN4 1.00 HSM FROM TABLE 9A7129,052 x .42 54,202 GSM FROM TABLE 9B 60 890 X .87 52 973 FLOOR AREA(DIVIDE) 54,20777667232.61FLOOR AREA(DIVIDE) -71662 31.87 4 WINTER POINTS (WP) 32.61 SUMMER POINTS(SP) FORM 900 AND 901-123 ZONES- 123 WINTER POINTS SUMMER POINTS HOT WATER POINTS I CREDIT POINTS PENALTY POINTS _ 66.48 EPI 32.61 + 31.87 _ + FEWER TOTAL POINTS ARE ENCOURAGEFORMAXIMUM-ENERGY SAYINGS FOR OFFICE: USE ONLY .. Date------------------------------------19 ...... . t Permit #........................Fee $........................ CITY OF ATLANTIC BEACH Valuation $...................................................... FLORIDA House •{......... ...... --------------------------------------_ ........................................................................... APPLICATION FOR BUILDING PERMIT Application is hereby Trade for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date...........................Msay-..21.-..---..---------------_--- 19.....82.. Eberling Builders , Inc . 1112 Third St .--Yfl 241-3153 Ow-ner..._............................................................................................Address...........................................................Telephone No............................. Architec?,obert...Conner.................... ..................... ..............Address..............................................•.--.....:.'Telephone No.......................... Eberling Builders , Inc_%Addreas.1112 Third St _: Telephone No..2.4.1-.x.15.3. Contractor Builder........................... ..... ................... Lot ...A.tt.a.Ck►e.d�pI egrll Block No..... ......Z,.-...Sub Division..Selva ... ......Mari.. ..... .....na ... .......Gardens ...........Zone.. _.. Street.........................:Side Between,.........................................._.......and.. St s. =-may: single famil wd. frame Valuation $................................For what purpose will building be used..................................-.... ype of construction...-....................-..... ........ Dimensions of Building...--see attache A 56' x 100' Size of Footings....._.... mensions of Lot..._....P?P .......•".............• gs........................._......_.. Size of Piers........ ..........................Size of Sills........... ._.. ___._-._Greatest Sill Span in ft...........................Type Roof...................................... Solid How will Building be Heated?....E1.......e...c........_Heat.....-.............Pum......P............Will Building be on Solid or Filled Ground?....................- ............. .-.. Truss Distance on Centers....2....-.0". pan....................... " Size of Ceiling Joists....................._..-........._... Greatest S ..................... Size of Floor Joists.............................................., Distance on Centers......-... ................................. Greatest Span........................................ " Size of Rafters.... .... ....... . ............. Distance on Centers . _ ..... ............................. Greatest Span................................... APPROVED This rectangle is to represent the lot. CITY Of ,TLi NT!C BENCH Locate the building or buildings in the BUILDING OFFICE right position. Give distance in feet from all lot-lines and existing buildings. MAY 2 5 i982 REAR LOT LINE Two copies of plans and specifications shall be submitted with application. Inspections required. 1. When steel is in place and ready to pour footing. See attached site W W 2. When steel is in place and ready to pour colum d/or lintel. Z Z 3. When steel is in place and ready to pour beam. plan . a 4. When framing is completed. O 5. Wlien rough plumbing is completed,and ready to cover up. •� 6. When septic tank drain field or sewer is laid but before it is covered. p q H H 7. Electrical inspection by City of Jacksonville. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration Vth n for doing the work as described in the above statement, we hereby agree to perform said work in accordanceched p a}d�,spe�cifications, which are apart hereof, and in accordance with the building regulations of the Citch. 7_V- / '�( 1112. 3rd . St . Neptune Bch . , Jax . Signature of Builder. ..------....`----............. .. - Addresa..... --- .. _- Si,nature of Oyer_ __ _.. ... ._... Address. .1112 3rd Street, Neptune Bch, Fla. May 21, 1982 LEGAL DESCRIPTION LOT 3, SELVA MARINA GARDEN WEST 30.0 FEET OF LOT 2 AND THE EAST 20.0 FEET OF LOT 3,SELVA MARINA GARDEN AS RECORDED IN PLAT BOOK 37, PAGE 84 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 6445 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH V_RM, IT INj� ►, . 'I{sN -_..........,. bOCA `ION INFORMATION .... Address: '3 20 0JMDZ$ LANE slslrmi type» MBCHAttICAL ATt�TIC" BEACkI, `FLORIDA 32233 +C`IEs 0' Work: ALTERATION L DESCRIPTION _ na t t T :` { 6' 'FRAME Loi .* B'�slackSection, . . _. pgase,d 9 ». NAL , F`A iL »; Dw "linq�» I '. codes;. 0 Subd�.vis'vo mprov". Cost : . $0.100 Total ;re4s . 7 -00 Amcrurit" PES $3T QQ so oil- Vt.r rrrauerk► rar eau fit i 4 ATION P29 KE�lit� ' ad � 4,$'� �r� PERMIT 6 $37 .00 Alcl „,�d {y- �� WATER IMPACT FEE S0,04 i E1�CH, ,"FLORIDA 32233 S I I'AC PE �� +C {3Q Ph 2 W �g , . .�.a. �ti��p�q �ylttdr� „ ” .• „. R7,iS'4�� a �.AL7 , —. — r R1r✓JNA iLa J $0.00 RCOi OAT Add iER" `AP $O.flI� i t3 OLV44-1-u . ...,_. � _TAP, „.yk . ,PDl;3R IA 32065 HYDRAULIC SHARE Licenses :, CAC Type; 3 'RE-TNSpLCT IEEE SEC.H: =I A T PEE 3�U OT i T i. "r i i i NOTICE--ALL CONCOETE"FOAMS AND FOOTINGS RE POURING PERMIT VQfb SIX MONTHS AFTER OATS OF ISSUE $,U1 DING MATERIAL,RU"BB1SH AND DEBRIS FROM THIS WORK MUST'NOT 8E;PLACED IN PUBLIC SPACE,AND MUST BE {CLEARED UP AND HAULED AWAY'BY EITHEll CONTRACTOR OR OWNER FAIL U E TC3 MP 1f WtTM THE'MECHAmICSLIEN LAW,CAN ESUCT IN , m THIS PRE0PERTY C WI R`PAYING TWtdE !FOR BUtLD'I JW'61MP,A0 EMENTS " !8$ It~ 3 ACCORDING" TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND"SUBJ8DTAIIO RBV I�:AT! LA 014 OF APPLICABLE PROVISIONS"OF LAW.. > " , r $37.a@ RECEIPT MIM: NVA2, A,17' G BEACH BUILDING DEPARTMENT �. BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 82238 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, 111, and IV. I. Street Address: d l LOCATION 'D OF Intersecting Streets: Between ';I S� And 5�/h nn / '�r BUILDING Sub-division II. IDENTIFICATION — To be completed by all applicants . 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 Jacksonville ordinances and standards of good.practice listed therein. Name of Mechanical McGowan ' s Heating & Air— Contractors Contractor (Print) Cond . Inc . Master CACO-18970 Name rty All M-48 Pro Owner Signature of Owner Signature of or Authorised Agent Architect or Engineer 111. GMERAL INFORMATION A. Type of heating fuel: S. � IS OTHER CONSTRUCTION BEING DONE ON b(/// Electric THIS BUILDING OR SITE? ❑ Gat—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION Q Oil PERMIT �r Q Other -- Specify IV, 11111W IANICAL EQUIPMENT TO It INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) 14 Residential or ❑ Commercial Heat ❑ Space ❑ Recessed * Central •- Floor ❑ New Building Air Conditioning: ❑ Room ' Central Existing Building t Replacement of existing system Q Duct System: Material Thiekn�s Maximum capacity cf.m. ❑ New Installation(No system previously installed) ❑ Extension or add-on to existing system Q Refrigeration ❑ Other — Specify Q Cooling tower: Capacity g•p m. ❑ Fin sprinklers: Number of head Q Elwotor ❑ Manlift ❑ Escalator (number) THIS SPACE POR OFFICE USE ONLY Q . Gasoline pumps (number) (Raeeived) Q Tanks (number) Remarks Q LPG contain*K (number) Q Unfired pressure vessel Q foiken Permit Approved by Date Q Othw — Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT I ?i ty Apprairtnt Number UniteDescrlptloa Yodel Number Yaaufacturer ( ) X11 z> �. CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT F TO THE CHIEF ELECTRICAL INSPECTOR: DATE: '+' 19 � ( r IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ,rc/,/c to c F r" ELECTRICAL FIR'Mr:,,, �MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME _-� � � ! ADDRESS: 531P RFD BOX BLDG.SIZE 141 4 > BETWEEN: dFE ,6�A/Ll LC RES.(V APT.( ) comm.( 1 PUBLIC ( ) INDUS. 1 1 NEW(/ OLD 1 1 REW. ( ► ADDITION ( ) TRAILER ( 1 TEMP.1 ) SIGNS ( ) SQ. FT. SERVICE: NEW( INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE ® AMPS o COPPER ( 1 ALUM. (✓( SWITCH O BEAK2-4910 AMPS PH W 3&4VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE / LIGHTING OUTLETS / 7 CONCEALED OPEN TOTAL 1 2 j RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES / INCANDESCENT t FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING , y CONDITIONING COMP. OTOR OTHER MOTORS AMPS ICEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS: UNDER 600 V. OVER 600 V. Trr iftratr of (Orrupattry CITY OF 00b" C - R*Gi& Wpartn rut of 3guiIding JYtnprrtinn This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following: SINN, xAVIILY 4335 Use Classification Bldg.Permit No. Group Type ConstructionT�� , Fire District_ATI-AU-ITIC B AC R, FLORIDA EBF—RLING' BULDERS 1112 T'L!Rr ST. , NE'PTU E. B.LACt? Owner of Building _ Address, Locality Buildi ress 3G5 GARDEN LA-4E: ATLAh?TIG BFUC-11, FLORIDA - ✓L (? y:----FRED W. MILLS vBr".L'AIt`,r. 1, 14132 Building Official Date: POST IN A CONSPICUOUS PNCE CITY OF ATLANTIC BEACH, FLORIDA 0 b PPLICATION FOR ELECTRICAL PERMIT 1! TO THE CHIEF ELECTRICAL INSPECTOR: DATE: ! d 19 Q J IMPORTANT NOTICE: , IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK;IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE;ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM MASTER ELECTflICIASIGNATURE JOURNEYMAN NAME .1Z I..I l J RU iC 0 61 R S ADDRESS: „� 0 � f��R��/� �. RFD BOX BLDG.SIZE 9"20 S 1 BETWEEN: RES.(vf APT.( ) COMM.I ► PUBLIC I I INDUS.I ► NEW( 4" OLD( ) REW.t ► ADDITION( } TRAILER ( ► TEMP.I ► SIGNS ( ► f SO.FT. SERVICE: NEW( I INCREASE( 1 REPAIR ( ► FEE CONDUCTOR SIZE T D AMPS COPPER f I ALUM. tr $wIlcH OR P W 2 VOLT RAC WAY SERV. AIDS PH WI RAGE FEEDERS NO. SIZE _t NO. SIZESw NO. SIZE LIGHTING OUTLETS 00 CONCEALED - OPEN TOTAL � t,e J RECEPTACLES 13 CONCEALED OPEN TOTAL 0•30 AMPS. 31A00 AMPS. SWITCHES 02 3 INCANDESCENT FLUORESCENT&m.V. - FIXED0.100 AMPS. OVER APPLIANCES 3 BELL TRANSF. / (� AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 5� 0.1 OVER MOTORS H.P.- VOLTAGE PHS NO. 1 H•P• VOLTAGE PHS MISCELLANEOUS' TRANSFORMERS: UNDER 600 V. OVER 600 V. �rnrrnrrr�rr... 6EPAIRTMENT OF BUILD-MIG 'ap CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. 4835 PERMIT TO BUILD ssBcl107.2 THIS PERMIT MUST BE POSTED ON JOB FAILURE TO QBTAIN A PERMIT Date October 28 1981 b) Where construction Valuation$ 65,000.00 Fee$ .z,93"00 is commenced before permit is obtained, This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law, the permit fees shat 'Abe d8q@b4-ed_ This is to certify that EBERLING BUILDERS 1112 THIRD STREET, NEPTUNE BEACH, FLORIDA I has permission to build SINGLE FAMILY HOME PER PLANS SUBMITTED Classification SINGLE FAMILY Zone RESIDENTIAL Owned by EBERLING BUILDERS Lot 23 Block S/D S House No. 305 GARDEN LANE GARDEV93oUUCKT 7679 1A 1/0 According to approved plans which are part of this permit 1 4635 00CAC NOTICE- 79ONCI�,$T) IE' AND FOOTINGS MUS 2 SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE /---� O Building material,rubbish and debris - from this work must not be placed in public space, and must be cleared up and`hauled away �y it4er on- tractor or owner. %_ A. WILLIAM FWM t Building O tial. I i FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING 4840 10-28-81 B St G PLUMBING COMPANY ELECTRICAL 3 KENCO ELECTRIC INC. i SEWER WATER 'VIS,' .'U FOR OFFICE USE ONLY Date..,..-----...:r.` ..............19 Permit .........Fee$ CITY OF ATLANTIC BEACH Valuation .................... FLORIDAHouse #....................-------------------------------------- ..............--••---••-•--•----••..................................... APPLICATION FOR BUILDING PERMIT .......................................................................... Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date.......... ........................................1 19... Eberling Builders , Inc . 1112 Third St . 2.41-215.3. Owner---................---•-•-••-----••-----------------------................___...............Address............................................................Telephone No. Architect.-RObelt.-A,....fbrmler------------------------------------------_-------Address................ _- Telephone No.............................. In Builders Eberling , . c : 241-3153. Contractor Builder.....................................................................AddressJ.1.1_2.....Third r.d....S.t.................Telephone No.. 1� Lot No......... . Selva Marina Garden - Block No . Sub Division ....... -----_- ----------- ----------- ----.. Zone................. .3Q5...Qqrden Lane...................Street--------- ---,Side Between......_ .................. _.........and.....................................................Sta. ........... ...... 'n ,\ used.......--.single fam")type of construction................frame...... Valuation ti n $................................For what purpose will building be ....... ..................... ............... Dimensions of Building..._§�e.e....at_tacheAmension, of Loot.5�_,�JQQ................................Size of Footings....aqe.Xlgla... Size of Piers................._.._...........-..Size of Sills........ ...Greatest Sill Span in ft.....5!aQ_.KZT.1Type Roof.....S.ee.Thms........ Elec . Heat Pump Solid How will Building be Heated?......................... *---- ------------------ *. ....................Will Building be on Solid or Filled Ground?..._............................._...... Trus Size of Ceiling Joists......... -.•-.....- Distance on Centers_ .................... Greatest Span-----....----........-----.-----------_-- Size of Floor Joists....5e.e...Karl$........ ......... Distance on CenteSge- Plans......................... Greatest Span.......Se—P-21ma.............. Size of Rafters.......---See Plans See Ple-mis ............__....... Distance on Centers .........-............... Greatest Span..............___...................... This rectangle is to represent the lot. Locate the building or buildings in the right position. Give distance In feet from APPROVED all lot-lines and existing buildings. CITY Of ATLANTI!' REAR LOT LINE BUILDING OFFICE Two copies of plans and specifications shall be submitted with application. OCT 26 1981 Inspections required. ( �0 1. When steel is in place and ready to pour footing. PQ see attached site 2. When steel is in place and ready to pour columns an 1. k Z i� 3. When steel is in place and ready to pour beam. plan . E-4 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jacksonville. 02 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of t give or doing e or described in the above statement, we hereby agree to perform said work in accordance wit the a ans tions, which are a part hereof, and in accordance with the building regulations of the City tic a 4 ip 1112 3rd. St . , Neptune Bch. , Jax. Signature of Builder...- ....... Address. .1112........................ ...................................1............ Signatureof Owner. .. .... ............... Address.................................. ......... ............... .............. FORM 900- 123 FORM 900 AND 901 -123 FLORIDA MODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION �_ - ',f BOB GRAHAM SECTION 9 GOVERNORS ENERGY OFFICE . GOVERNOR POINTS METHOD LEX HESTER,DIRECTOR �....,..p_. PREPARED BY: BRASHAM KUHNS D .BAY - CONSULTING ENGINEERS PROJECT NAME Ratio H JURISDICTION AND ADDRESS - " Zi v,cl BUILDerG PERMIT NO. BUILDER TO iE FILLED IN Grit iLoa. OFFICIAL OVINER Q/ TO aE FILLED Ix BY "-sl{16[R STATISTICAL DATA _ 2 OBS .1E!".t LV"l % C.";''F E ,F C o $` I Oel g P 1 >! c R REACTING SYSTEM TYPE TY,ATER SYSTEM TYPE cos ' k !ON NLAM ER OF UNITS STRIP Mir-AT GAS OIL SOLtA FLEC. Nk' T BAS OIL SOLAR COS FRA= GSI 0 R. T ❑ a a ❑ Q Cl El El ® ❑ .� TNIi DATA t0 {E TENT TO THE iDYE��'aR'i EkEfi{Y DIFiCE {Y TME aUtt.DIN{ OF'FICIA'L UrQM REAtPE{T FtAn7T COQ SON f Lti CQ ON ROOF MAXIMUM ALLO ZD -'XS � Xit = -p" xx E FEMER TOTAL �!►®IMTi IAEAN* ATEM {AVM{a EPI CERTIFIED BY f R DINE 10/20/8 EPI 64.07 '9'D—1 DESIGN CREDIT POINTS(CP) 9E DESIGN PENALTY POIS( ) CEILING FANS (IN COND_SPACE) 1 PZR FAM WUNER AND DRYER IIECCuo •PACE 3 MULTI ZONE A/C ( PARATEo BY 5 MAX.OPENING OF GLA 5 ora{L[ Daoae OPERABLE WINDOWS (um of cow PER ROOM Q� � ��`GF. WHOLE HOUSE FAN c 1.5 5 .� p4r� _ T L 3 A. 9G PE C EASURES CHECK FO NCE SECTION CHECK HEATING SYVE46FFICIENCY 503.4 ❑ AIR CONDITIONING CONTROLS 503.7 ❑ A/C DUCT CONSTRUCTION 503.5 ❑ PSP1N9 INSULATION (CIRCULATING) 503.10 ❑ iYITEMS WATER HEATER (AVARAE GD-TG LAMS 504.2 ❑ �iat1I POOLS 504.! ❑ TOTAL 4 a:t-O�Iw-R FLOW KESTRICTORS 504.5 FORM 900 AND 901 - 123 RE ID c' �Ii 6t.t-CULA IOtIS ZC44cs-12S WINTER - GROSS _UL"M.ER -]7G OSS WINTER --T--- MUER COMPONENT AREA X WPM = POINTS COMPONENT AREA X SPM = pOiNTS R3- 3.9 18, 3 R3-39 10.9 R4-5 9 1S.6z R4- 55.9^ 9 .9 _- G� R68UP 13. 1 J R6euP g,2 w � W R11-18.9 7 8 -J W6w RII-18.9 9. 2 $72 I z R19-23.9wc4�9 i "z PIT-25.9 S• 6 ti � > R268UP 3s6- � 0' Ikzl4UP 4 . 2 - COMMON 1S• 7 S , 0 ` W000 OR METAL41247,7 10155.7 � WOOD OR METAL 41 36 . 4 1492.4 � O IN 164 235 . 5 38622.00 INSULATED 164 14, 2378.0 0 STORM DOOR 124 , 4 0 STORM DOOR 29 .0 ® COUMON 123.9 ® c ou I~.t ON 9. 1 -�- 00, v R11-1l.! 8# 3 RIl-IS.! 8# 8 i R►l-t1.! S. ❑ 5• S K R22-29.9 4, 1, 0 R22-29.9 SIO = R30 a UP 1720 3. 3 5676 R30 e UP 1720 3. 7 6364 _ 0 R6-T.9 14. 2 a R6-7.9 14. 9 -V Wim!` R8- 99 10 .9 -J Wi- R8- 9.9 11. 3 W z p < RIO-11.9 9.2 Z z< R10 -11.9 9.5 V n i z R12-18.9 6. 7 V y<a Ri2-18.9 7. 0 [RIS aUP S•0 R19SUP SOS COMMON 9, 7 COMMON 3, 0 RO-6.9 1S, S RO- 6.9 C R7- 10.96• S U o RT- 10.9 291 < • �w ; RII- 18.9 S•6 ; Ril- 18.9 1. 8 Ws R198�UP 4, ❑ o R190UP 1* 3 Dov Ro-2.9 19, 40� Ro-2.f 6.0 to W O Jo.4 1i1 R3-s.! 12. 4 Do R3- s.f 3. 7 r U.j= z R6-10.9 9. 3 �' s R6- 10.9 2.6 wo qjj R11-18.9 6,2 ¢ V RII - 18.9 L7,2 W 0 W O R19QUP 4, 4 o Rig 8UP 1r6 COARM!oN ` 9, 7 _ COMMON 3.0 EDGE.IP(SULATION F-ER;METER WPM GWP Ina CG mow Q C*L -_RO - 2.9 _ __2.485---- _9.2'_.7 9327_9 -JON R3 - 5.9 690S SINGLE DOUBLE OR AREA SINGLE DOUBLE WOF GWP OR AREA SOF GSP CLR TIN CLR TIN N 30 1S7, 4 12 0. 8 1.00 _3624 N 30 46 123 120 101 1.0_0 3600 NE 15 1S7, 4 120.8 .98 1776 HE 15 21 186 190 1S9 1.00 2850 E 24 1 S 7 s 4 120@8 `9 2 1Q_ E 24 89 242 2S1 209 .91 5964 _- x SE 1 S 7 o 4 12 0 s 8 cs SE 261 219 226 1 z i S 1S7s4 12008 z _15 _ _ . 73 1323.00 z s 15 90 160 160 139 .97 2328 _ a Sw 1S7, 4 120 . 8 H SW 1 219 226 18CJ cl: _ 2 w- - -- 1S7, 4 120 * 8 -- - K w 89 242 2S1 2LF - �W NW 1S7o4 120v8 4NW 221 1,86 190 1 J H 8 46. 4 79 . 3 634 � } H g 489 408 432136C 3456 a a 4K a o z o 0 0 H= HORIZONTAL GLASS ( SKYLIGHTS) FOR TINTED GLASS SL # 0.83 SEE S,EC.902 2d y TOTAL GROSS WINTER PAINTS TOTAL GROSS SUMMER POINTS 50 7 W I`FIIDMER0LA33I.id I"F► ML"S 2 I'i� 8 218 �r191; RA? �� 1.8�Fti sLA 1.12 <e 1.5� AEi I.It as z CT HA C04:Z1.00 CT 1I!Ct 1. I.0 0 -JLHSM FROM TABLE 9A 14 891 x.42 61 274 CSM FROM TABLE 911 58 21g X .87 50 650 FLOOR AREA (DIVIDE) 61 274 1720 35.62 FLOOR AREA(DIVIOE) 50,650 —1720 29.45 WINTER POINTS (WP) 35.62 R POINTS(SP) 29.45 FORM 900 AND 901-123 ZONES- 123 WINTER POINTS SUM6eER P06WTS HOT WATER POINTS CREDIT POINTS PENALTY POINTS =1. -' EPI 35.62 + 29.45 - 0 _ 4 + 3 r FEWER TOTAL POINTS ARE ENCOURAGE FOR MAX;WUM ENERGY SAVINGS CITY CGI= ATLANTIC BEACH, FLORIDA A by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: �e --1 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID"WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCODRDANCE WITH THE ELECTRICAL`REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: ER EkWRICIANlMURNEYMifiN NAME /LSA ' ADDRESS: RFD - BOX BLDG.%AFT. BETWEEN: RES. 1 ) COMM.i ) PUBLIC f ) INDUS1 ) NEW' OLD 1 I- REW.! I ADDITION l ) TRAILER tYINCREA$t TEMP.I I SIGNS l ) SO.FT. SERVICE: NEW( . '! I REPAIR 1 ) FEE INDUCTOR SIZE AMPS COPPER ALUM. TCH OR BREAKER o AMPS PH 'W LT CEWAY EXIST.SERV.SIZE ANDS PH W VOLT RACEWAY FEEDERS ` NO: I2 r.__. NO. 'j SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AA1PS. 31 100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED`, 0.100 AMPS. OVNR AFPI.tAMCES BELL TRANSF. H.P.RATING H.I.RATING CONDITIONING CAMP.MOTOR OTHER MOTORSAMPS CEIL HEAT: KW-HEAT 0.1 tIVIR VOLTAGE IfiHS NO. VOLTAGE PHS S M �LLAI�IE US ,.. CITY OF ATLANTIC BEACH CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 ATLANTIC BEACH, FLORIDA 32233 TELEPHONE: 249.2395 UTILITY BILL OFFICE COPY WATERI I JTOTAL WATER ! ' DATE ( METERS �, WATER ( SEWER GARBAGE OTHER DUE DATE METERS WATER i SEWER iGARBAGE� OTHER � TOTAL 10-28-81 F 3/4" $85.00 10-28-81 3/4" $85.00 RETAIN THIS STUB SERVICE DISCONTINUED PAYABLE IN ADVANCE IF NOT PAID WITHIN NO REFUNDS 30 DAYS OF DATE SHOWN a k � ¢ k I1'SV CITY OF `" L "i IC Pj E A C H No. 08122 -- FLORIDA October 28 _ 198A__ NAME—___ EBERLING BUILDERS ADDRESS 1112 THIRD STREET CITY-- BEACH, FLORIDA ACCT. #40-343-3700 Water Connection Charge $200.00 ACCT. #41-0343-5200 Sewer Connection Charge $900.00 $1,100.00 I When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CI 1 Y OF ATLANTIC UEACH, FLOP41DA TREASURER 4. 1 4F� a2' lvt�Yh� ACCOUNT # 040156 EBERLING BUILDERS SERVICE ADD Different 1112 THIRD STREET Mailing Address EBERLING BUILDERS NAME NEPTUNE BEACH, FLORIDA MAILING ADDRESS NAME EBERLING BUILDERS EBERLING BUILDERS SERVICE ADDRESS 305 GARDEN LANE 1112 THIRD STREET - NEPTUNE BEACH, FLORIDA ACCT. # 040156 Cl TY OF ATLANTIC BEACH ASI �CATI ON FOR PLUt�181 NG PERMIs DATE /0 LOCATI PLUMBING FIRM d,G - uM Q�N6' G'O,47PAVV 1(3910' 7 _'. �%i � 11�r � �y,//e MASTER PLU•13ER CITY/COUNT( OCCUPATIONAL LICENSE NO. -3 l STATE CERTIFICATE NO. D D ,3,2 6 BU i LD ER OR COiJ T RACTOR Ftg-el-1 N6 ew L /j TYPE OF BU I LD I NG S),4)6 L)E th►!`'11 L SINKS SHOWERS 3 LAVATORY WATER HEATERS BATH TUBS ) DISHWASHERS URINALS DISPOSALS ,CLOSETS WASHING MACHINE FLOOR DRAINS OTHER TOTAL FIXTURE COUNT INSTALLATION OF PLU:.BING AND FIXTURES MUST BE I ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLMEING CODE. DEPARTMENT OF BUILDING ¢' CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. PERMIT TO BUILD '4640 ! I , ULRC THIS PERMIT MUST BE POSTED ON JOB 75U2 I A i U/20/8 I U00 Date October 28 1981 Valuation$ PLUMBING PERMIT Fee$ 14.00 This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that B & G PLUMBING 13997 REACH B .VD., JACKSONVILLE. FLORIDA 32216 has permission to build INSTALL NEW PLUMBING SYSTEM AS PER PLANS SUBMITTED Classification SINGLE FAMILY Zone RESIDENTIAL Owned by EBERLING BUILDERS Lot 23 Block S/D SELVA MARINA House No. 305 GARDEN LANE GARDENS According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. I PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE dT � O Building material,rubbish and debris zi from this work must not be placed in public space, and must be cle ed tractor and r owftd away h on- tractor or ow , A. WILLIAM MQSSIFWM Building Official. iFOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER {� PLUMBING i ELECTRICAL SEWER ( WATER i CITY OF ATLANTIC BEACH WATER COtiNECTION CHARGE DATE____/ -- L—_� LOCATION Zo OhyER RQ�'' � PLUMBING F 1122.1 HASTER PLUT�BER BUILDER OR CONTRACTORj� TYPE OF OF BUILDING-___w `0 lIj BATHROOM GROUP CONSISTING OF -� SHOWER STALL, DO'FSTIC ( 2 UNITS) WATER CLOSET,LAVATORY AND BATH TUB OR SHOWER STALL. (6UNITS) SHOWERS GROUP PER HEAD ( 3 UNITS) BATHTUB ( WITH OR WITHOUT OVER SURGEONS SINK ( 3 UNITS) HEAD SHOWER) (2 UNITS) FLI.ISHING RIM SINK ( 8 UNITS ) - - BIDET (3 UNITS) SERVICE SINK TRAP STAND ( 3 UNITS ) CO`R INATION SINK AND TRAY { 3 UNITS) - - - PUT,SCUI.LF,RY SINK ( 4 UNITS ) _ CO``_BINATION SINK AND TRAY W/FOOD DIS. ( 4 Units) URINAL, PEDESTAI_.,SYPHON JET i BLOWOUT. ( 8 UNITS ) DENTAL UNIT OR CUSPIDOR ( 1 UNIT) -- - URINAL, G]A1.LL LIP ( 4 UNITS) DENTAL LAVATORY ( 1 UNIT) URINAL STALL, WASHOUT ( 4 UNITS) ! _ DRINKING FOUNTAIN (2 UNIT) URINAL TROUGH EACH 2' SECTION DISHWASHER ( 2 UNITS) ( 2 UNITS) FLOOR DRAINS ( 1 UNIT) WASHING TLACHINE RES. ( 3 UNITS) KITCHEN SINK ( 2 UNITS' _ _ WASH SINK EACH SET OF FAUCETS ( 2 UNITS ) _ KITCHEN SINK W/WASTE GRINDER ( 3 UNITS) WATER CLOSETS, TA.1,K- OPERATED 4 UNITS LAVATORY ( 1 UNIT ( 1 WATER CLOSETS, VALVE OPERATED _ LAVATORY,BARB FR,BEAUTY PARLOR `} - ( 8 UNITS ) ( 2 UNITS ) DKY ir.`,Y ( 2 UNITS ) LAVATORY, SURCEONS ( 2 UNITS) CITY OF ATLANTIC EACH FLORIDA y NTIG B / INSPECTIONS BUILDING PERMIT NO.# _ ELECTRICAL PERMIT NO.4��_�(` 6 PLUMBING PERMIT NOM 13 Qf JOB ADDRESS CONTRACTOR r � OWNER FOUNDATION FOOTING SLAB PLUMBING (R) TOP—OUT SEWER TEMP—POLE ELECTRICAL (R) ELECTRICAL (F) �i �i �%'C f 'n. ' ✓�' FRAMING `✓ / / _ _ +' PLUMBING (F) LINTEL/BEAM COLUMN STEEL SHOOT GRADES LOT CLEARING _ OTHER —_— FINAL INSPECTIONS .C.<m ,Yi.=4a.,w.v+Y..w i%.rM. .,_ .. :, 5.�<cdaaap..... i. .,. ._ .. ».,..+s... ,e.».. •..._ .:... ...+_..... P #3 305 °GARDEN LANE ATLANTIC BEACH? FLQRIDA CITY OF ATLANTIC BEACH JURISDICTION OFFICE OF BUILDING OFFICIAL E G,, This building has been inspected and ❑ General Construction ❑ Concrete, Masonry and Finish Cement Work ❑ Lathing ❑ Plastering NO PERMIT ❑ Elevators ❑ Plumbing ❑ Mechanical Work ❑ Electric Wiring ❑ Gas Piping go Please correct as noted below before any further work is done. OCTOBER 29, 1981 A. WILLIAM MOSS FRED W. MILLS Date CITY MANAGER Inspector DO Oot nw'n-ve 171AS r:000® DETACH and Bring this Portion of Card With You. #3 Location: 305 GARDEN LANE ATLANTIC BEACH, FLORIDA Date _ OCTOBER 29, 1981 CITY OF ATLANTIC BEACH _ JURISDICTION FORM 40D.7 A. WILLIAM MOSS BRED W. MILLS CITY MANAGER iNIS r EC VO R