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Permit 1057 Beach Avenue S_ CITY OF ATLANTIC BEACH ;. 800 SEMINOLE ROAD :3 ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptkeoab.uS Application Number . . . 07-00000764 Date 6/29/07 Property Address . . . . . . 1057 BEACH AVE Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . RES GEN MULTI-FAMILY Application valuation . . . . 150000 ------------------------------------------------ ------------------- Application desc 2nd floor addition --------------------------------------------- ---------------------- Owner Contractor - ------------------------ ----------------------- LOFF, HOWARD GENESIS BUILDING CORP 1057 BEACH AVE 2158 MAYPORT RD. ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 241-0320 -------------------------- Structure Information 000 000 ---- ---- --------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL 2 Flood Zone . . . . . . . . ZONE X ------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 610 . 00 Plan Check Fee 305 . 00 Issue Date . . . . 6/28/07 Valuation . . . . 150000 Expiration Date . . 12/25/07 ------------------------- --------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. *EMAIL INSPECTION REQUESTS TO: BUILDING-DEPT@COAB.US 1) Provide impervious surface calculations . 2) Provide erosion and sediment control plans with installation details and maintenance schedule . 3) Provide plan for parking and material delivery that does not block Beach Avenue . Fence must not interfere with function of on-site stormwater storage area. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . WATER IMPACT FEE 240 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 610 . 00 3610 .L000 . 00 . 00 PERMIT IS AFP'R$VEi W' L'4 E Q�&6ANCE WI R-'XLG�ITY OF A I iC REACH ORDINANCAOAND THE FLORII)k 0 BUILDING CODES. ' Jr CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 �1�il INSPECTION EMAIL REQUEST: Buildingdeptna,coab.us Page 2 Application Number . . . . . 07-00000764 Date 6/29/07 Other Fee Total 240 . 00 240 . 00 . 00 . 00 Grand Total 1155 . 00 1155 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ■ ■ • s '' �' �-. � .. CITY OFATLANTIC BEACH � n ■ 800 SEMINOLE ROAD ■ ATLANTIC BEACH,FLORIDA 32233-5445 ■ Telephone: (904)247-5826 ■ Fax: (904)247-5845 ■ Email: sgraham@coab,us X& To: �I Fax# �/ ' 43 From: �1 Date: (0• Z 9 O Pages: Re: c;�?h d O � ❑ Urgent ❑ For Review ❑ Please Reply CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD J r . ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 � iiSc}rr INSPECTION EMAIL REQUEST: Buildin�deptgcoab.us Page 2 Application Number . . . 07-00000764 Date 6/28/07 Other Fee Total 240 . 00 240 . 00 . 00 . 00 Grand Total 1155 . 00 1155 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. HP OfficeJet 7410 Log for Personal Printer/Fax/Copier/Scanner Information Systems 904-247-5845 Jun 29 2007 4:07PM Last Transaction Date Time Type identification Duration Pafles Result Jun 29 4:06PM Fax Sent 92410326 0:38 2 OK 3., BUILDING PERMIT APPLICATION f CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 • Fax: (904)247-5845 Job Address: 10,5-7 13 6Acn d If-^ Permit Number: Legal Description 61 1-075 S-k OAK Valuation of Work(Replacement Cost) $ o 00 ■ Class of Work((Circle one): New Addition lteratigxt Repair M ve ■ Use of existinglproposed structure(s)(Circle one): Commercial esidenti ■ If an existing structure, is a fire sprinkler system installed?(Circle one): -Yes— o N/A ■ Is approval of homeowner's association or other private entity required?(Circle o Yes No Describe in detail the type of work to be performed: Property Owner Information Name: L-©Fl�, IfaW4A 0 37 4- Vt c.K► Address: /0.3-7 6cAc N City TG• tj-f State Zip 3 y 3 3 Phone kr l- 9i f-k Contractor Information: Name of Company: 6'64•efIJ 13W COWS Qualifying Agent: -ro PO 4. �a1 c Address: 2 rZ �j,iolzT r 0 City A--zt. ,(c1 State Zip Office Phone a-$-l--o 3 '-0 Job Site/Contact Number S^�J /b d,P State Certification/Registration# COC Office Fax# f-y-V,7>-V Architect Name&Phone#_ d,,f +to,vY 6'- L.9.r►e. L L 7 3! �G d I' Engineer's Name &Phone# 4"RoFF f/+2 r� �t bo8"- 3 6 p- Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance o a permit and that all work will be performed to meet the standards of all laws regulating construction an thisjurisdictian. ispermit becomes null and void if work is not commenced within six' months, orf construction or work is suspended or abandoned for a period of six f6) months at an time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, igns, wells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 herebycertify that Ihave read and examined this application and know the same to be true and correct. Allprovisions o laws ad ordinances governing this type of work will be complied with whether specified herein or not. The granting rapermit does not presume to give aut ority, to violate or cancel the provisions of any other federal, state, or local w regulating construction or the performance of construction. Signature of Property Owner: � P rh' Signature of Contractor Sworn tQ,and subscribed before me Sworn to and subscribed before me this ay of eL# --2-0c 2 this 2:'71K-Day of e!2 ax 7-0c 7 NotaryPublic: W , r WILLIAM L. POPE No Public: Notary u lic, State of Florida � l6LJ�M 6, P9-P€ Notary Public, State of Florida My comm, exp. Oct. 19, 2007 My comm. exp. Oct. 19, 2007 REVISED 03.05.07 Comm. No. DD 259726 Comma No. DO 259726 NOTICE OF COMMENCEMENT State of rlGa/<l a/j Tax Folio No. County of fl6fj1,4L 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: / JW 2 - r9,6 ATt-A--7yG /15,fCf/ lo-r_l Address of property being improved: /0f-7 1304cq q vc General description of improvements: a-PL" f,4 ; Owner:_ H0uJg-<J✓ ft- La FF 4- L1,`CKa' 7- Address: Address. AC-G n54nq .9✓, Owner's interest in site of the improvement: c iOeI?C Fee Simple Titleholder(if other than owner): Name: Address: Contractor: _ VOD 4. &scw �'�n�s�f t31-4. CoA ' Address. Phone No: l-CD3 yo Fax No: >4 Surety(if any): Address: — Amount of Bond $ Phone No: i 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: Phone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b�lorida 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 OWNS Signed:',, Date:. Before me this a9 , of M!�g,iyv 7 in the County of Duval State of Florid has personally appeared ZICk- � "rr— �J _ /-VZ Notary Public at Large, State of Florida, County of Duval. Doc#2007182521,OR BK 14014 Page 1501, VIy commission expires: Number Pages:1 'ersonally Known: Filed&Recorded 06/04/2007 at 02:21 PM, wiwixRA I=-PAPE or JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY 'roduced Identification: g �4��g nl FlOsidB RECORDING$10,00 — ota r ' ' My comm. Oct. 19, 2007 exp. Comm.No. 00 259726 CITY OF ATLANTIC BEACH PERMIT r }f BUILDING /ZONING DEPARTMENT APPLICATION # r� 800 Seminole Road v~ Atlantic Beach,Florida 32233 —Dill (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED r/ Q AYN PLANNING Property Address: �Q / /� e y z BUIL NG UBLI WOR Applicant: 0 TILIT 5 FIRE DEPT. Project: /��� �I7AS7�,2 �yD�QO PUBLIC SAFETY C/) APPROVAL U o REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z Y N D.E.P HUFSTETLBR Q D Y N S.J.R.W.M. CARPER LU_w Y N ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: 1 ST REV ❑ Dpi d D 7 NNING 2ND REV PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY 3RD REV Return this form to the Building Department once you have entered your comments into the AS400. .-_ 74_ A "7 ;;y BUILDING PERMIT APPLICATION , Y !J Vr CITY OF ATLANTIC BEACH t f 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 • Fax: (904)247-5845 Job Address: /0-7 /3 FAcy d vjt�, Permit Number: Legal Description 61 96Y 3 4C,6 3 4 �I Valuation of Work(Replacement Cost) $ ■ Class of Work(Circle one): New Addition _ lterati. Repair M ve ■ Use of existing/proposed structure(s) (Circle one): Commercial esi enti ■ If an existing structure, is a fire sprwer system installed? (Circle one): es o N/A ■ Is approval of homeowner's association or other private entity required? (Circle o YesNo Describe in detail the type of work to be performed: Property Owner Information Name: ©FYI, Ho" A0 3: V/c K"i '/'� Address: /0,,S-7 0,P c N 1¢v e City Al-t- /IGH State Zip 2y 3-;; Phone kql- VI kk Contractor Information: Name of Company: rs P-ef/J 13��'�' Cost ' Qualifying Agent: 7V jW ,4. Address: 2L!C'� ,,y9,40,2T City ZL-Uz-- 0c14- State P4, Zip 3 Office Phone . ?--4`Z—o , Job Site/Contact Number 23Lr-/b 0,0P State Certification/Registration# Office Fax# Architect Name &Phone# i-L 73/ 164.E Engineer's Name&Phone# -41-earr 2: Akf"-Qi( too 8"- Pz ; f' Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance o a permit and that all workwill be performedto meet the standards of all laws regulating construction.an this jurisdiction. is permit becomes null and void work is not commencediterwork ithin six(6� months, or f construction or work is suspended or abandoned for a period of six f6) months at any time is commence . I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, lls,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditiolzers, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Thereby certify that I have read and examined this apZication and know the same to be true and correct. All provisions of di laws and ornances governing this type of work wall be complied with whether specified herein or not. The grantin o a permit does not presume to give aut, ority to violate or cancel the provisions of any other federal, state; or local law regulating construction or the performance of construction. Signature of Property Owner: _ Signature of ContractorOK � ` Sworn to.and subscribed before me Sworn to and subscribed before me this ay of !!f ? this 2-3 Day of i l 7-00 7 Notary Public: �l WILLIAM L. POPE Notary Public: 4)44 - 5t66411M Notary Public, State of Florida Notary Public, State of Florida My comm, exp. Oct. 19, 2007 REVISED 03.05.07 Comm. No. DD 259726 My comm. exp. Oct. 19, 2007Comm; No: DD 259726 rSr''Jrlj' CITY OF ATLANTIC BEACH PERMIT J t� f BUILDING /ZONING DEPARTMENT APPLICATION # 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM REQUIRED Y N PLANNING Property Address: �Q � ��e 0 N BUIL NG z I'- Y N UBLI WOR Applicant: Y N TILI s /�O� Y N FIRE DEPT. Project: mA-sn1- h'00 m Y N PUBLIC SAFETY C/) APPROVAL Z o REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: LU W Y N D.E.P HUFSTETLER dY S.J.R.W.M. CARPER Of Y ARMY CORPS of ENG CARPER O Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: i� F 1ST REV 1111 1 L ���U�7 PLANNING A 2ND REV E] J I TOL)� I BUILDING PUBLIC WO PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY 3RD REV 10 1 Return this form to the Building Department once you have entered your comments into the AS400. .�_ -)4_ A FORM 60OA-200.4R EnergyGauge®4.5.2 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Loff add 1057 Beach Ave Builder: Bosco Address: 1057 Beach Ave Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Loff Jurisdiction Number: 261100 Climate Zone: North 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 13.50 _ 4. Number of Bedrooms 1 _ b.N/A 5. Is this a worst case? No - 6. Conditioned floor area(ft2) 882 ft2 c. N/A 7. Glass type and area:(Label reqd.by 13-104.4.5 if not default) a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default) 168.0 ft2 _ a. Electric Heat Pump Cap:24.0 kBtu/hr _ b. SHGC: HSPF:8.00 _ (or Clear or Tint DEFAULT) 7b. (Clear) 168.0 ft2 _ b.N/A 8. Floor types - a. Raised Wood,Adjacent R=19.0,258.0ft2 _ c. N/A b. Slab-On-Grade Edge Insulation R=0.0,19.0(p)ft - c. N/A - 14. Hot water systems 9. Wall types a. N/A a. Frame,Wood,Exterior R=11.0,438.0 ft2 b.N/A = b.N/A - c. N/A l d. N/A c. Conservation credits e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Single Assembly R=30.0,800.0 ft2 15. HVAC credits MZ-C,PT,MZ-H _ b. N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A _ HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH(Sealed):Garage Sup.R=6.0, 150.0 ft MZ-C-Multizone cooling, b.N/A _ MZ-H-Multizone heating) Glass/Floor Area: 0.19 Total as-built points: 7480 Total base points: 7586 PASS [I hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this 0"'TUE Sr Code. calculation indicates compliance q�' o� PREPARED BY: with the Florida Energy Code. DATE: z� Before construction is completed this building will be inspected for c9 a I hereby certify that this building, as designed, is in compliancecompliance with Section 553.908 ff with the Florida Energy Code. Florida Statutes. GOD WE,�� OWNER/AGENT: BUILDING OFFICIAL: DATE: -L DATE: ---- 1 redominant lass t e. For actual lass ---- ----- 9 YP g type and areas,see Summer&Winter Glass output-on pages 2 -&4. EnergyGauge®(Version: FLRCSB v4.5.2) Department of Public Works 1200 Sandpiper Lane City of Atlantic Beach, FL 32233-4318 Phone: 904247-5834 Atlantic Beach Fax: 904-2475843 Fax To: Todd Bosco,Genesis Building Corp. Date: 6/7/2007 Fax: 241-0320 From: Rick Carper,PE Phone: 241-0320 Pages: 2 RE: 1.057 Beach Avenue—Addition. I have reviewed your Building Permit Application for the referenced address. The following inforniation must be provided before the application can be approved: • Impervious surface calculations. + Erosion avid sediment control plans with installation details and maintenw-�,e schedule. • Site management plan, including plans for parking and material delivery that does not block Beach Avenue. This information should be submitted to the Building Department. If you have any questions or wish to discuss this further,please call. Public Works Plan Review Comments Date: Initials. Project Name/Address: Application/Permit#: 07 -001a Y 'Check Box z Application Tracking.Comments To.Add °.Comment Provide impervious surface calculations. Provide erosion and sediment control plans with installation details and maintenance schedule. Provide drainage plans showing site topography(flow arrows, etc.) ❑ Provide construction site management plan, including Right-of-Way Permit if using right-of-way for construction parking. Provide a pre-construction topographic survey prepared by a Florida Licensed ❑ Professional Land Surveyor, showing l' contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required per ❑ Section 24-66(b). (See attached info. Sheet) If on-site storage is required, a post construction topographic survey documenting proper ❑ construction will be required. A Right-of-Way Permit must be obtained. ❑ A Revocable Encroachment Permit must be obtained for ❑ Pool—Wellpoint(if used)must discharge into vegetated area 10' minimum from street ❑ or drainage feature (swale or structure) All driveway aprons must be concrete, 5 inches thick,4000 psi,with fibermesh from the edge of the pavement to the property line. Reinforcing rods or mesh are not allowed in ❑ the ROW(Commercial driveways—6"thick). Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid 10 feet in each direction from the center of the cut. Repair must be shown on ❑ the plans. 13 13 F:\P1anReviewComments-PW.doc BUILDING PERMIT APPLICATION SS1 CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 • Fax: (904)247-5845 Job Address: d vji�, Permit Number: Legal Description 6-1 /6 ';1-,S 2-g9- Acy 7 s S fc 0 4K l Valuation of Work(Replacement Cost) $ �'��000 ■ Class of Work(Circle one): New Addition1t�A eraatign. Repair Move ■ Use of existing/proposed structure(s) Circle one): Commercial est ent' ■ If an existing structure, is a fire sprier system installed? (Circle one): es o N/A ■ Is approval of homeowner's association or other private entity required?(Circle o Yes No Describe in detail the type of work to be performed: Property Owner Information Name: LOr , /-fvCj4,e d 7: 1- Vr c K i ,7- Address: /OS7 (j�'Ic N `¢v e - City rt- a-H State Zip 3 yy3" Phone. �-9/y 9ikk Contractor Information: Name of Company: COW. Qualifying Agent: �.�0 ff- &-Fc Z, Address: City 14- G- Dc� State F1-- Zip 3 Office Phone -q-/-p �- Job Site/Contact Number ro--16 0.4p State Certification/Registration# (7,dC �as-6 ;•,r.2- Office Fax# ,9-¢/-C?-T Architect Name &Phone# A.�r#o,, Y 6'- L mme 1-1, 73/ y66y Engineer's Name &Phone# f-ea r r fo©8"- 92,3 6 f:,- Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance o_f a permit and that all work will be erformed to meet the standards of all laws regulating construction an this jurisdiction. This permit becomes null and void ifwork is not commenced within six(6) months, or construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. t hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting o a permit does not presume to give authori,, to violate or cancel the provisions of any other federal, .state, or local law regulating construction or the performance of construction. Signature of Property Owner: Signature of Contracto •::,� ✓f Sworn to.and subscribed before me Sworn to and subscribed before me this ay of. this"'7 -Day of_ �yak 7-00 7 Notary Public: W y WILLIAM L. POPE Notary Public: �ti� Notary Public, State of Florida 1661/�M-6. P9P€ My comm. W. Oct. 19, 2007 Notary Public, State of Florida REVISED 03.05.07 Comm. No. OD 259726 My comm. exp. Oct. 19, 2007 Comm; No: DD 259726 Fir rropercy Line _ _�,SetbacLycrd e tt� Setback IN.rd 10S- 7 fVe- PROJECT LOCATION MAP 6'12 0 5 i,), 4".o Sc: D i m e..f l Te-o 1 PMOJ TMKASE t1NC. I EXISTING CONSTRUCTION LINE w � I I Z) I L_I_rr r, f Z I I w // I > I4EBRICKC I Q I PAVERS, I I p i I I d —NEW CON4TRUCTION I w RES DENCE q ^ 17— 55 0" SidQyard EXISTING CONSTRUCTION UNE Satbock 1 0 TMKRSE UNC - - ••� r ••• �•• •• � ••• _• i 06'7i'ii IN�iQL Property Line 20'-0" front Yard Setback Line coastal Construction Control Line G� N LOT 37 ��Siq ' Sr ti f SITE PLAN f�f /— rroperty Line ad I I Dula rom sx t I � 3 q 000 . 2 -7 PROJECT LOCATION MAP :r&l?C,'Z ✓ *0 u S S449/: - E- c't'I c K 14""' J s a DWU'se w iw.o! EXISTING CONSTRUCTION LINE WTI wZ W // I > I4EBRICKC Q I PAVERS? I I I d U wl I � —NEW CON$"rRUCTION I„ I a SIN I ,I REIDENCE i I I I ® II I I NK �55-0° Si etb.a�ck � and _EXISTING_CO_NSTRUCTIO—N —U NEL-Sroperty Line 20'-0" Front Yard CCSetbS5ack Line CoMrrol U estructlon N LOT 37 TT.q TT, SITE PLAN PERMIT{ WORKSHEET Certificate of Occupancy Job Address: /a Type Work: Property Owner: Phone # Contractor: S Phone # :)41 6 3-2--,o Permit M /� ? Date Issued: 2 9 Tree Permit# Foundation Permit# Demolition Permit# BUILDING ELECTRIC # MECHANICAL # PLUMBING # Tem .Power# Footing JEA Release Date � � Temp. Power Slab Letter Recd. Underslab Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing Sewer Rough/ Framing Rough Rough Top out Insulation JEA Release Date. Building Electric Mechanical Plumbing Final j Final Final Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# I _ Inspect: Nailing/Sheathing Final Fire Inspection: Failed Inspections: Date Paid: —�� WATER IMPACT FEE WORKSHEET ADDRESS: D RAINAG E FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FD URES UNITS Automatic clothes washers commerdal• 3 Automatic clbthes washers, res2enbal 2 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 lavato 1 Dishwashing machine, domestic 2 I Drinking fountairvlcemaker 54 Floor drains 2 . I Nose bb 1 1 Kitchen sink, domestic 2 Kitchensink, do( e with food waste grinder and/or i dtshwasher 2 Laundry t 1 or 2 co artrnents 2 La,vatory Shower com arh•nent; domestic 2 i Sink 2 Urinal 4 a Urinal, 1 gallon per Aush or less ' j 1 2 + Wash sink circular or multi le each set of faucets 2 Water closet, flushometer tank, Lblic or prtvate 4 Water closet privaLe Installation 4 Water closet, pub1c instailabon 6 TOTAL NUMBER OF UNI-TS�* MULTIPLIED X 20 TOTAL.S Public Utilities—Distribution & Collection Date: Initials: Project Name/Address: 051 1�L1P�t� Application/Permit#: �7 -0-7(Oq ::Check Box Application:T.racking Comments To add Comment Avoid damage to underground water/sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247- ❑ 5834. Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. ❑ A sewer cleanout must be installed at the property line. Cleanout must be covered with ❑ an RTI concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested ❑ by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch-read meter in a properly sized vault and an appropriate ❑ backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities. If fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backflow ❑ requirements. At a minimum, will require double check backflow preventer. Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" must ❑ be installed in a vault as noted in JEA specifications. rl 13 F:T lanRevie W C omments-PU.doe BUILDING PERMIT APPLICATION J S� CITY OF ATLANTIC BEACH s 800 Seminole Road,Atlantic Beach FL 32233 J,35� Office: (904)247-5826 • Fax: (904)247-5845 Job Address: 10-7 /3 6Aoo d vs- Permit Number: Legal Descriptiono?5 S, 6 i K I Valuation of Work(Replacement Cost) $ ✓'S~� e D o ■ Class of Work(Circle one): New Addition lteratioxt Repair Move ■ Use of existing/proposed structures) Circle one): �- Cbmmercial esi enti ■ If an existing structure, is a fire sprier system installed? (Circle one): es o N/A ■ Is approval of homeowner's association or other private entity required? (Circle o YesNo Describe in detail the type of work to be performed: r7/ e rt Property Owner Information Name: `oFHOW4,10 T: cf VI r K i `r- Address: f D.S 7 0�q c N 14 v e City ?t-• e -H State Zip_3�-y3� Phone k9/- 9I kk Contractor Information: Name of Company: zS^ 4-eJd 13���' c Q,��,J Qualifying Agent: i .,OD , aaJC ZI Address: City /1--7`G. Dcf4• State F1-- Zip Office Phone 3L--4-t-0 3 '- Job Site/Contact Number s'9-s`-��o or- State Certification/Registration# C6C Office Fax# Architect Name &Phone# zfw i-W-+-Y g'- L P5rre,L-1, 73/ 16 G,L Engineer's Name&Phone# tr-eo F r foo 8f'- isZ3 &f;- Application Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performedto meet the standards of all laws regulating construction in this jurisdiction. Thispermit becomes null and void work is not commenced within six(6) months, or f construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured far Electrical Work, Plumbing, Signs, Wells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. thereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does loot presume to gave authority to violate or cancel the provisions of any other federal, ,state, or local law regulating construction or the performance of construction. Signature of Property Owner: Signature ofontracto ! "✓ ` `` O � Sworn to.and subscribed before me Sworn to and subscribed before me this ay of 7 this?-9 Day of i`9 7-00 7 Notary Public: W , WILLIAM L. POPE Notary Public: zoz&— Notary ublic, State of Florida 2q"f Ik61l1M 6. 129P€ Notary Public, State of Florida My comm, exp. Oct. 19, 2007 REVISED 03.05.07 Comm. No. DD 259726 My comm. exp. Oct. 19, 2007Gomm; No: DD 259726 CITY OF ATLANTIC BEACH PERMIT if BUILDING / ZONING DEPARTMENT APPLICATION # 800 Seminole Road �f Atlantic Beach,Florida 32233 f111� f, (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM _. REQUIRED J__) N PLANNING Property Address: aC y V� z PFIREDEPT. N Applicant: S �! Y Project: Alco G 14'9-e rl' &MC10 m Y N PUBLIC SAFETY UJ APPROVAL REOU441 AGENCY: RECEIVED BY: INITIAL: DATE: Z Lou Y N D.E.P 1 HUFSTETLER OQ d J.R.W.M. fs CARPER _ N ARMY CORPS of ENG CARPER Y HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDIN DA AP EWED BY: INI L: P(ATEV 1 ST REV PLANNING 2ND REV BUILDING PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. PUBLIC SAFETY 3RD REV Return this form to the Building Department once you have entered your comments into the AS400. S• 29-D9 Door Wloth 6'thru 9' Door Width 10'thru 12' poor Width 13'thru 16' (requlres roller Push nuts) Door Width 17'thru IB'(rfquleres roller Push nuts) If Settler,' of Secebms4ectlem Pf$-- ff S St4 Sect(a:s •5 Sscebns 6 S-tlo.0 trvt Ss 4 Set- 5 Set- 6 Sections S".. Ssc- 5 Se.- 6 Sec<bne Svutf •iec<Imf ruts 5 SectK+le 6 Ssc- 4- Besyl Lmtl Test LWtl Unler,Lmtl T-%LW Beeler,LWtl I Teel Lw• Ass'A 0eslen lmtl Teet Lmtl III Lmtl I Test LWtl Mfipl Looe I Test LWtl Rids. De4pl LWtl ifft LWtl Oeslen ilea Tes<LROtl Dee10n LWtl Test LWO R.w MsiBn LWtl I Tell LWtl Orspl Lmtl Test Laotl Osflen Loftl I Test Lmo 3 •25/-25 +37.5/-37.3 3 +20/-20 1.30/-303 3 .30/-30 •451-45 •25/-25 373/-37. 4 .25/-25 •373/-373 +20/-20 4 4 5 •40/-40 .60/-60 +301-30 •45/-45 .25/-25 +37.5/-37.5 5 +30/-30 •45/-45 .25/-23 37.5/-37.5 .20/-201 .30/-30 5 +20l-20 +J01-30 5 .15.81-15.8•23.7/-23.7 6 +40/-40 460/-60 +30/-30 1 +45/-45 6 +30/-30 +45/-45 +25/-23 37.5/-373 6 .22/-22•• 33/-33•• •20/-20 •30/-30 6 •17/-17•e .253/- .15.8/-15.8.23.7/-23. .401-40 .601-60 7 +30/-30 .451-45 1 +20/-20 +30/-30 7 N5.8/-15.8•23.7/-23.7 B • B •30/-30u .45/-15•..22/-22••.33/-33•• 0 2JL-23Y.3321-35. •v/-U•• •DS/-25.} 10 10 t0 +30/-30•• +43/-/S•f 22/-220 33/-33•• 1. 233/-23.}.3]2/-372• •17!-17- 253!-25} U! 12 t2 +3a/-31• +SI/-57• 30/-30u +45/-43•• 12 +30/-30• N5/-45• 235/-2J} •352/-352• IS ii 1] •31/-34• .3l/-51• 15 .30/-Jos .4S/-IS• Ill IB 10 +3a/-34• .51/-51• 10 •30/-30• H5/-45• •REQUIRES DOUBLE JAMB BRACKETS PER ROLLER. o REQUIRES 18 GA,STRUTS AND DOUBLE JAMB BRACKETS, ALL STRUTS 20 GA UNLESS OTHERWISE NOTED EXCEPTION TO TABLES-16 X B.5 SECTION DOOR MAY USE 10-20GA.STRUTS IN LIEU OF 1BGA. 6 Sections High (9' thru 10-6') NOTES: 1. STRUTS POSITIONED AS SHOWN AND ATTACHED 6. REFERENCE DRAWING# RCWL-0002 SHEET 2 OF 3. WITH 2 SELF DRILLING SCREWS 1/4=20 X 3/4' FOR HARDWARE LOCATIONS. TO EACH STILE(INTERMEDIATE AND ENO STILES). 2. MAXIMUM SECTION HEIGHT IS 21" 7. REFERENCE DRAWING/RCWL-0002 SHEET 3 OF 3. FOR HARDWARE DIMENSIONS. 3. MINIMUM STEEL THICKNESS FOR DOOR SECTION 5 Sections High IS 25 GA (.0185") 8. WHERE THE DRAWING CONFLICTS WITH OTHER econs 9 4.THESE DOORS ARE NOT RATED FOR IMPACT LOADING. INSTALLATION INSTRUCTIONS,THIS DRAWING GOVERNS. (7'-6' thru 8'-9') 5.JAMB DETAIL MUST BE IN ACCORDANCE WITH DRAWING #RCWL-0001. I I II 1 4 Sections High STRUT TYP. (6' thru 7') l Me, Is I PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFlCATION OF WINDLOAD 1 CONSTRUCTION DETAILS 1 Is I it JOHN E.SCATES.P E. 3 4 5 6 7 8 12 4 5 6 8 10 15 5 6 7 10 12 18 1411 LEMAY STE.205 # of Struts # of Struts # of Struts CARROL.TDN,TX FLORIDA P.E.0 51737 N.T.S. DAT[ oRAfM B'' -T '-=AAmerica Door Company INITIAL -- NOTES' THIS DRAWING AND/OR TECHNICAL INFORMATION ON THIS SHEET IS THE PROPERTY OF MID-AMERICA DOOR COMPANI'AND IS FINN'CHK, OR Re OI / Celebrity American 100 Series LOANED IN CONFIDENCE FOR ENGINEERING AND MUTUAL ASSISTANCE PURPOSES ON-Y,AND MAY NOT BE REPRODUCED OR USED TO > ENgR. TrtLE OMo.No. v1r. rev"! MANUFACTURE ANYTHING DISCLOSED HEREON WITHOUT THE EXPRESSED PERMISSION OF MIO-AMERICA DOOR COMPANY. SPR'T /� WINDLOAD CONSTRUCTION DETAILS RCWL-0002 or - OPTIONAL STRUT LOCATIONS FOR SINGLE STRUT SECTION FLAG BRACKET(T19) ALL HINGE LOCATIONS SAME AS STANDARD DOOR BOTTOM JAMB BRACKET LOCATED 0 t/e"OSB CLASS STRUT(RELOCATED) OFF THE FLOOR. AAT EACH JAMB TOP BRACKR PLACKETS LOCATED AT EACH EHO MINCE, PLACEMENT CAN TTA ED T MAX ATTACHED MT11 5/16'X1-1/Z°LAG BOLTS JAMB BRACKETS ATTACHED WRH ONE (5/16 X 1-1/2 MIN)LAC BOLT. 17 1 STRUT(ADDITIONAL.) O O O DETAIL B STRUT(TYP) o a C1101 O ulI d I p C (HE)GHT) (MAX 14') i (# OF SECTIONS 0JOE WILL VARY) SCREW LOCATIONS TYP. DETAIL E END HINGE j BOROM BRACKET I SCREW LouTONS YP (# OF STILES WILL VARY) SECTION A—A (TYP) OPTIONAL (DOOR WIDTH (MAX 18') !'V (SEE ALSO NOTE T) DOUBLE ENDS NOTES: CENTER STILE LOCATED BETWEEN EACH EMBOSS FOR ALL DOOR SIZES M- 0 I WET4NFOt REOUIgEO STFUT OUI GWCE ANDRP7%MENT. 2. STRUTS ATTACHED WITH 2 SELF DRILLING SCREWS /4"TRACK BOLT A NUT 1/4"-20 X 3/4 AT EACH STILE LOCATION PUSH NO(tq) /80932! 60930 3. MAXIMUM SECTION HEIGHT IS 21', p 4. SECTIONS EMBOSSED 14.00"a20.375"OR SECTIONS 0 (.060'VERTXOL TRACK) WITHOUT EMBOSSMENT MAY ALSO BE USED. 5. TORSION SPRINGS OR EXTENSION SPRINGS AVAILABLE. p O 6, SLIDE LOCKS MUST BE ATTACHED TO EACH SIDE OF DOOR. 1/4-TRACK BOLT k NUT ° CAM k BAR LOCKS OR AN OPENER MAY BE SUBSTITUTED. /60932 30 9. IF SINGLE STRUT PLACEMENT OBSTRUCTS WINDOW,ALTERNATE 4111, U STRUTSTS ENT IS ONE STRUT ON TOP SE THE SECTION AND ONEE STRUT ON NNE 807TOY OF THE SECTION. A"(.(-37 (.060'VERTICAL TRACK) SEE DETAIL C. t/4'W 1/2° 10, WOOD MOUNT SHOWN•STEEL AND MASONRY ANGLE ANO REVERSE ANGLE MOUNT AVNtABLE. NUMBER OF.MMB BRACKET ANCHOR ROLLER LOCK DETAIL 5/16•%1 7/8'LAG SCREW#60906 111 LOCATIONS MUST BE THE SAME, 1 STRUT ON TOP D<BORON BRACKET. 11, JAMB DETAIL IN ACCORDANCE WITH DWG.0 RML-000+ SINGLE BRACKET DETAIL (typ) 12. STWUT PLACEMENT SHOWN IS TYPICAL(TOP STRUTS ARE OPER TME HINGES I AS SHOWN USING THE HOLES PROwDEO IN THE MINCE.BOTTOM STRUTS (4/-3') I ARE Just ABOVE THE TOP OF THE HINGES).SEE DETAIL 8 I 13. USE IN CODUNCTION WITH INSTALLATION INSTRUCTIONS. WHERE THE DRAWING CONFLICTS WITH OTHER INSTALLATION S/18'%1 7/8"LAG SCREW 1601106IN5TRUCTIONS.THIS ORAMNG GOVERNS. Number of Center Stiles Required I'RR169pMM UNv4Rs AKIN L sulEs.I'E DOUBLE BRACKET DETAIL (typ) 5Ex PI,P„�AAT rob b6rGTK11 ar AW91GrP EAIilouloK n IF b 9' 10' 1x'A 13 N'A Is 16•M 16 tKge1N1CKPN IeTAxs rLOISTM GE I L>D 3 a s s T u� o"' '�'"'^ � scALE N.T.S. DATE Paw'BY eJR Ix"'"°' Mid—America Door Company IWTAL CHK.BJR I NOTES! THIS DRAWING AND/OR TECHNICAL INFORMATION ON THIS SHEET IS THE PROPERTY OF MID-AMERICA DOOR COMPANY AND 15 1x nHAI cHK. RECALL / CELEBRITY / AMERICAN 100 SERIES LOANED M CONFIDENCE FOR ENGINEERING AND MUTUAL ASSISTANCE PURPOSES ONLY,AND MAY NOT BE REPRODUCED OR USED TO 10 ENON' TITLE MANUFACTURE ANYTHING DISCLOSED HEREON WITHOUT THE EXPRESSED PERMISSION CF MID-AMERICA DOOR COMPANY. 'w1W W x I-IWINDLOAD CONSTRUCTION DETAILS RcwL-0002 OF — NOTES: I \ 1, STRUTS ARE NOT MORE TNMi 1 1/2'SNORTER rMN SECI 2'j47j" THICKNESS 2. ROLLERS MUST HAVE STEEL"iNCS. USE 1N CONJUNCTION WRH NISTAILATION INSTRUCTIONS. ES UP. WHERE(H£DRAWING CONFUCTS WITH OTHER INSTALIARON /4"TRACK BOLT AND NUT INSTRUCTIONS.THIS ORAWRIC GOvms, µROUGH ANY NOl£TNiT 13 G P/N 20602 (#1 HINGE) � e Q 2 g� 2` `yWlNDLOAD STRUT TRACK BRACKET e" 7/8 3" Z " / \ ✓2 �/ TRICKNESS OF STRUTS ARE AS STATED II BRACKET N "C" PART NUMBER o P/N 20358 TOP FIXTURE F� 0 GAUGE 50%S[MiN(NUM YIfIQ .938'MIN. 4 7• 20768 ' tie 18 GAUGE 50 SiKNINIMUM YIELD .047'MIN. 5 3 1/4' 20372 I 6 3 1/2" 20772 I 7 " 7 3 3/4' 20374 4 3/4- 20378 20366 &7 FLAG BRACKET R END HINGE 1 NINGE If GAGE/ "N" PART NUMBER I THICKNESS 1 14 3/4' 20602 I 2 14 t` 20606 INN 1 -" 3 14 1L4" 20610 5 • 4 ,♦ T 1/2' 2061a 0 5 14 1 3/4' 20615 @ 13 CA. j 6 13 2' 20618 z� O 1'4" 20620 6 „ 2 1f2' 20622 WINDLOAD TRACK a9 i s „ 12 2f4 20624 3 7- { THICKNESS OF TRACK IS AS STATED BELOW VERTICAL TRACK IS NIN.56 GA. OSB'MIN 7 ORT21N1TAL TRALk IS NIN.SQ 4A.0185'MIN � s N. PIN 20334&5 80TTOM BRKT. 3" P/N 20239 PUSH NUT i��'' 0 p •�� i 1 P/N 10455 & 10465 (21' & 18") CENTER STILE I !I{ a" MIN 5" MIN .034 MIN. PROFESSIONAL ENCINEER'S BONN E. SCATES,P E. SEAL.PROADED ONLY FOR 1411 LEAKY STE.205 P/N 20802 SHORT STEM ROLLER PJN 20806 LONG STEM ROLLER VERIFICATRNi OF WINDLOAD CARROLLTON,TK CONSTRUCTION DETAILS FLORIDA P.E.!51737 P/N 10450 & 10460 (21 a & 18") END STILE N.T. . I o . s ORANN a eJa ,-Iz-a ,A +NrnAL cNR.as ,�Mid—America Aaor Company FR4N,cN%. JM NOTES', THIS DRAWING AND J OR TECHNICAL INFORMATION ON THIS SHEET 15 THE PRDPERiY OF MID-AMEBIC DOOR COMPAM'/MIO 5 . WINDLOAD SERIES HARDWARE LOAN€D IN CONPoDENCE FOR ENGINEENMG AND MUR1A1 ASSISTANCE PURPOSES OfIY,AND MAY NOT 8E RfPRODUCEO OR USED TO ENGR. e rt DWc.No. MAN 14 TURE ANYTHING DISCiOSFD HEREON WITHOUT THE EXPRESSED PERMISSION OF MiD-AMERIGI 2008 COMPANY. AP.a. Jwt WlNDLOAD CONSTRUCTION DETAILS RCWL-OOR2 aAF —I BOTTOM AMB PACKETS LOCATED 4• OFT THE FIDOIL ADDITIONAL AMB NOTES: PLACEMENTTSCATT D AA,T EACH� AWB PACKETS ATTAC METH ONE 1. REGAL SHOWN,CELEBRITY.AMERICA!100.OR CS SERIES MAY BE SUBSTTFUTED. (5/16 E 1-5/6 IM)W BOLT. 2. RDIERENCE ORMMG RCWL-0014 SHEET 2 OF 2 FOR HARDWARE TOP BRACKET B REQUIREMENTS. FLAG PACKET(TYP) 3. STRUTS ATTACHED WITH 2 SELF DRILLING SCREWS 1/4"-20%3/4 AT EACH STILE LOCATION (BOTTOM STRUT REQUIRES 4 ON THE ENDS SEE DETAIN ATTACHED WITH 5/1611-5/8'LAD BOLT. 4. 4 SECTION MGN DOOR SHOWN(7Ff). TALLIER DOOR CONFIG URAT10N5 PAY BE ANELL CONSTRUCTION D UP TO A N AS SM7WN.11W((MMWWM SECTION XIMUM HEIGHT OF T2 Fr HIM,HEIGHT 21-) USING SAME 5. MINIMUM STEEL THICKNESS FOR SECTION IS 25 GA(.01657. STRUT 3.200A B. SECTIONS EMBOSSED 14.00•X373' IDa x�3>sT1oH4% of SEE DETAIL Y " NL+r°Ess MMLNrTE s°uif. 7. TORSION SPRINGS OR EXTENSION SPRINGS AVAILABLE. 6 SLIDE LOCKS MUST BE ATTACHED TO EACH SIDE OF DOOR. CAM t BAR LOCKS OR AN OPENER MAY EE SUBSTITUTED. B. WOOD MORMI SFNOYTII,STEEL ATID MASONRY ANGLE AND REVERSE ' LawTIONSM01MUSTT K��of IAMB PACKET ANCHOR (7ft Max) 10. AA13 DETAIL IN ACCORDANCE WITH DWG./RCWL-0001 EMD ANTE 11. STRUT PLACEMENT t$IEFgWN S TYPICAL(IOP STRUTS ARE OVER 1}IE HINGES AANRE JUS'THUSING AB THE TOP OF TEETHE IH S)IDEDTHSEEM eeEnOM STRUTS 12. USE THIS DRAWING IN CONJUNCTION WITH INSTALLATION LINSTRUCTIONS. �oRATM OTHER INSTALLATION m 111 111 m 13. THIS DESIGN HAS K04 TESTED FOR LARGE MIME IMPACT AND CYCLE TESTING PER AN SVDASMA115-2003. (16ft Max) 6 SECTION "8—B" sEr ITETw •D• I .o. ROUZR 1/4•TRACK 80X7!FAIT , 0 }BOB72 k fao%30 O PUSH NUT 0 O 4' REF. 0 0 PUSH NUT(tW S 167(1 B/B•W SCREW /80806 TAP. STRUT ON TOP OF BOTTOM BRAG(ET DETAIL D saEW LOCATIONS 11 1/4 10 1/2 DETAIL E i I DESIGN LOAD +28/-28.5 pmwl A Domem /o«L ODDS.P% TEST LOAD +39/-42.75 1101.�m aRr TDA ATA utrW tR AARW%'AIRM a NAMUICIp CNNWIOK Tx tbIWIW%JOM NLRM! r pAli N.T.S. 1 OAIE 5 IIJBIN n L/Kt1-11:21 ,,,,-y1d-1r1o. Door CoDap.y ppt CHIC QUAL NOTES: THIS DRAWING AND/OR TECHNICAL INFORMATION ON THIS SHEET IS THE PROPFRII OF MO ALEIBOA DOOR CGIwANY AND a „ Tom R cm. Dow RE CELEBRITY WINDLOAD SERIES LOANED IN CONFIDENCE FOR ENGINEERING AND MUTUAL ASSISTANCE PURPOSES ONLY.AND MAY NOT E REPRODUCED OR USED TO MANUFACTURE ANYTHING DISCLOSED HEREON WITHOUT THE EXPRESSED PERMISSION OF MW-AMERr-A DOOR OOMPANY. A I' — JA WINDLOAD CONSTRUCTION DETAILS -DDI4 a left 0 P/N 20602 (�1 H1NGE) � � � o��• � d sa 7— NOTES: �. LIN Wb7 FMS�e au t a, Wh iElAy 1 % P/N 20358 � r2 eftTOP FIXTURE Aa' 3" WINDLO� zj' �g�• ,� ,,, � STRUT TRAC--BRACKET END HINGItr/,•„c o, Ka'mmaM*w= o,n„�i s a+ce I •M. KET 1, P 'a• P 2 3/8' I j/8, � ® etu ! i, r r/2• 2oelo 41 ® •�'t1/ a 3/*" 1034 r, zaela rd w>e � rJ 2•�/+• ?pate `\\yJ/4 "03� e 11 21/4- 20e1e / r r Zr20020 20366 & 7 rl /Z' 2p FLAG BRACK? i 3/4. 206-,* P/N 20358 TOP FIXTURE (�TERNATE) f . 0.0 Q O N 10455 .0 , ' •oae•y,� J P/ & 10465 21. • 8' CENTER STILE 5 '/a'MIN • 0; .. . . �• 3,.,•� 806 R L1ER ox wn. 3" P/N 20239 USH NUT P/N 10450 •0 P & 10460 (21" WINDLOAD TRACK P/N 20334&5 BO TTOM 8R nrts AW / & 18) END S11LE NG Vxrm� 'RA0 u K=T,av mow Kl U+rryr N oR 7E 'OPim+r a u 'tCiiacAN"),Z FOR�qF0ANO 1rYpiprr ow rks !f r1 G, Np "moa"maur �+aT�n THE°ROPmrr art DOOR p"rWa`"y or BE AND b ��.. �t'lApFIG,��Q YDED 's t4w 70 t ° >b a "�lIOM p� aMO L P.E �io+aoA P.E l 31737 WINp-Ltd_olawryQa Jor Ap SERIES �Paay WINDLOAD CONSTRUCT! ON D,,;, Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dti.aspx'!param=wut;vAl roi'v t is(+`;2 2.rd,�„ � . BCIS Nome Log In Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map links Search a � i )Product Approval at{ USER: Public User p • , 's Product Approval_Menu > Product or Application_Search > Application Detail wrr s } FL # FL1035-R1 Application Type Revision Code Version 2004 Application Status Approved Comments Archived Product Manufacturer H-R Windows Address/Phone/Email 959 Profit Drive Dallas, TX 75247 (214) 630-0847 ext 515 tony.jobb@atrium.com Authorized Signature Tony Jobb tony.jobb@atrium.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Referenced Standard and Year (of Standard Year Standard) AAMA/NWWDA 101/1S2 1997 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/04/2005 Date Validated 08/12/2005 >f 3 1 11812006 1:56 P' Florida Budding Code Online http://Www.floridabuilding.org/pr/pr_app__dti.aspx'iparam=wkit V At Date Pending FBC Approval 08/13/2005 Date Approved 08/24/2005 Summary of Products FL# Model, Number or Name Description 1 1035.1 300 Fin Frame 44 x72 H-R-50 DP +50/-50 i Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID_1,035 R1 I_H R Series_3.00 Singie-Hunq iw;n Impact Resistant: Installation Instr_uctions.pdf Design Pressure: +/- PlID1035 Ri�I H R Series E S 550 SH Twin i Other- 3/32" Anealed glass - Insulated, For smaller Installation Instrur_tions.J)df window sizes, glass to comply with ASTM E PT1D 1035 R1_I HR Series 300_3.75_SH_ 1300-02. Not for use in HVHZ Installation Details.odf PTID 1035_R1 I HR Ser -Series ES550 PW Installation ils Deta .gdf - --- - Verified By: 1035.2 300 Fin Frame 88" X 72" - 44x72/44x72 O/X-O/X Mulled Unit H-R-40 DP +40/-40 I Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions iApproved for use outside HVHZ: Verified By: Impact Resistant: i Design Pressure: +/- Other: 3/32" Annealed glass - Insulated, Not for use in HVHZ 1035.3 300 Fin Frame"44 X 96" - 44x72/44x24 - 0/O/X Stacked Unit H-R-45DP +45/-45 Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 3/32" Annealed glass - Insulated Single Hung, 3/32" annealed glass- insulated Picture window Not for use in HVHZ 1 1035.4 375 Fin Frame Tilt Sash48x72 H-R-40 DP +40/-40 Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: iImpact Resistant: Design Pressure: Other: 3/32"Annealed glass - Insulated, Not for use in HVHZ 1035.5 550 Fin Frame Thermal Break Impact 48x72 H-R-50 DP +50/-50 Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Glass:13/16" OA IG 3/32" and 2 layers of 1/8"annealed glass seperated by 0.090" PVB Innerlayer. Not for use in HVHZ A3 11/8/2006 1:56 P� Florida Building Code Online http://www.floridabuilding.org/pr/pi_app_ati.aspxeparam—wkicvAk 1035.6 600 Fin Frame 44x72 H-R-20 DP +20/-20 Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: 1/8" annealed glass. For smaller window sizes, glass to comply with ASTM E1300-02. Not for i use in HVHZ. 1035.7 E.S. 500 SH Fin Frame Thermal Break 4872 H-R-40 DP +40/-40 Limits of Use (See Other) Certification Agency Certificate j Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: l Impact Resistant: Design Pressure: +/- Other: 3/32" Annealed glass - Insulated, Not for use in HVHZ 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 CP 2000-2005 The State of Florida.All rights reserved. Copyright and Disclaimer Product Approval Accepts: E9 Bobby, A..ob if 3 11/8/2006 1:56 PI Florida Building Code Online Page 3 of 6 1251.4AIFA-2T 2.0m 0 mm thick; base sheet; APP modified bitumen; torch applied or mechanically . Limits of Use Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Metro-Dade NOA: 03-0327.05; 02- 1018.03; 02-1018.04; 02-1018.05; 01-0111.05 1251.5 FS-2H 2.0 mm thick; base sheet; SBS modifies bitumen; hot aspahlt applied or mechan attached Limits of Use! Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Metro-Dade NOA: 03-0327.05; 02- 1018.03; 02-1.018.04; 02-1018.05; 01-0111.05 1251.6 �Imperflex MSA SBR modified bitumen self-adhered; grz 1�1:surface_cap sheet Limits of Use! Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Not to be used in HVHZ. 1251.7 --]�Imperflex USA SBR modifed bitumen self-adhered men I base sheet Limits of Use: Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Not to be used in HVHZ. 1251.8 ISA-4T 11modified 4.0 mm thick; smooth surface APP polys —A bitumen membrane Limits of Use Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Not to be used in HVHZ. 1251.9 MAT - 40 SBS modified bitumen Metal and Tile _ Junderlayment Limits of Use Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Jill littp:Hfloridabuilding.org/pr/pr_app_dtl..aspx'?paa-am=wGEVXQwtDgvG4f1.ty8tJaUIdJGwaimRaNkAObT... 2/21/2006 Florida Building Code Online Page 3 of 4 Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: See Limitations in Miami-Dade NOA. 183.3 Grand Canyon Architectural Laminate Limits of Use: Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: See Limitations in Miami-Dade NOA. 183,4 _ Grand Sequoia Achitectural Laminate Limits of Use Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By, Impact Resistant: Design Pressure: +/- Other: See Limitations in Miami-Dade NOA. 183.5 Grand Slate Architectural Shingle Limits of Use Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: See Limitations in Miami-Dade NOA. 183.6 Jumbo Royal Sovereign Large 3-tab shingle Limits of Use Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: See Limitations in Miami-Dade NOA. 183.7 Marquis WeatherMax 3-tab Shingle Limits of Use Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: See Limitations in Miami-Dade NOA. 183.8 Royal Sovereign 3 � -tab asphalt shingle Limits of Use Certification Agency Certificate Approved Ifor use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: -Dade Other: See Limitations in Miami NOA. litti)://floi-idabui Iding.org/pr/pr_app_d l_l.aspx?l)arai-n=wGEV XQwtDquvosrHazGXQRuOizmw7mipOmT 1... 2/21/20C, .64)rida f3ui1dir.g Code Online Page 3 ol*4 j Limits of Use Certification Agency Certificate j Approved for use in HVHZ: Installation Instructions 1' Approved for use outside HVHZ: Verified By: 1 Impact Resistant: Design Pressure: +/- Other: Asphalt shingles shall be used only on ` roof slopes of 2:12 or greater. Not approved for use in HVHZ. 1956.5 Heritage 50 AR A heavy weight dimensional asphalt shit Limits of Use- Certification Agency Certificate Approved four use in HVHZ: Installation Instructions 1 Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- I Other: Asphalt shingles shall be used only on roof slopes of 2:12 or greater. Not approved for use in HVHZ. 1956.6 Heritage Declaration �A heavy weight triple laminate asphalt s Limits of Use Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Asphalt shingles shall be used only on roof slopes ol: 2:12 or greater. Not approved for use in HVHZ. 1956.7 Heritage XL A heavy weight dimensional asphalt shi Limits of Use Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Asphalt shingles shall be used only on roof slopes of 2:12 or greater. Not approved for use in HVHZ. "ex` J DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shvmard Oak Boulevard Tallahassee, Florida 32399-2100 (850)487-1824, Suncom 277-1824, Fax(850)414-8436 Cc) 2000-2005 The State of Florida. All rights reserved. Copyright_and Disclaimer Product Approval Accepts: littn://flori(iabulIdins?.org/pr/pr app dtl.aspx?para►n==w(T],VXQwtDgs%2fmGFo),T6raQ%2b%2bCX5ultJ... 2/21/20( CPage 2 of 4 Code Online VO L._ Referenced Standard and Year (of Standard Year Standard) ASTM D .3462 2001 Equivalence of Product Standards Certified By Product Approval Method Method ]. Option A Date Submitted 6/9/2005 Date Validated 6/20/2005 Date Pending FBC Approval 6/25/2005 Date Approved 6/29/2005 __--------.............__....__.._....._._......................._.., _.... . .. Summary of (Products FL # J�Model, Number or Name Description 1956.1 E{ite Glass-Seal AR A heavy weight 3 tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved f,Dr use outside HVHZ: PTI_D_1956_Rl_I_Tamko_let_.061705.1 Impact Resistant: Verified By: Design Pressure: +/- Other: Asphalt shingles shall be used only on roof slopes of 2:12 or greater. Not approved for use in HVHZ. 1956.2 _�Giass-Seal AR —]A 3 tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in HVHZ: Y Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Asphalt shingles shall be used only on roof slopes of 2:12 or greater. Not approved for use in HVHZ. 1956.3 JA heavy weight dimensional asphalt sh Limits of Use � Certification Agency Certificate Approved Ifor use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Asphalt shingles shall be used only on roof slopes of 2:12 or greater. Not approved for use in HVHZ.. 19r 56.4 _=Heritage 40 AR �A heavy weight dimensional asphalt sl- http://floridabuilding.org/pr/pr_app_da.aspx?haram=«IGEVXQ`vtDgs%2 finGFoyT6raQ%2b%2bCX5ulU... 2/21/20C, Florida Building Code Online Page 4 ol`4 {rrApproved �ISlateline Multi-tab Shngle Use Certification Agency Certificate d for use in HVHZ: Installation Instructions for use outside HVHZ: Verified By: esistant: Design Pressure: +/- Other: See Limitations in Miami-Dade NOA. 183.10 Timberline 30 Laminated shingle ts of Use Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: See Limitations in Miami-Dade NOA. 183.11 Timberline Select 40 Laminated Shingle Limits of Use Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: See Limitations in Miami-Dade NOA. 183.12 _Timberline Ultra Premium Laminated Shingle Limits of Use Certification Agency Certificate Approved for use in HVHZ: Installa#ion Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: See Limitations in Miami-Dade NOA. Back Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32 39 9-21 00 (850) 487-1824, Suncom 277-1824, Fax(850)414-8436 2000-2005 The State of Florida. All rights reserved. Copyright-and Disclaimer Product Approval Accepts: ®IF eCh�tk ro�avt http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGl?VXQwtDquvosrI-IazGXQRuOjzmw7mipOmT1... 2/21/20( / m/muummnng (_�oUo ()ohoc . Page 2of' Referenced Standard and Year (of Standard Year Standard) Fy4447O 1992 TAS 110 2000 TAS 114 1995 UL 790 1997 Equivalence ofProduct Standards Certified By Product Approval Method Method 1 Option Date Submitted 4/28/2005 Date Validated 7/26/2005 Date Pending F8CApprovo{ 6/18/2005 Date Approved 7/27/2005 Summary of Products [FL # J Model, Number or Name Description 1251A [!P M�ff-4.5�TT 14.5 mrn-thick; granule surface; APP mo( bitumen membrane Limits of Use !Certification Agency Certificate ' Approved for use in HVHZ. Installation Instructions Impact Resistant: Verified By. Design Pressure: +/ Other: Metro-Dade NOA: 03-0327.05; 02 1018.03; 02-1,018.04; 02-1018.05; 01-0111.05 1251.2 4.0 mm thick; granule surface; APP mo( litumen membrane. Limits of Use Certification Agency Certificate Approved for use in HVHZ-. Installation Instructions Approved for use outside HVHZ: Verified By. Impact Resistant: es gn Pressure: Other: Metro-Dade NOA: 03-0327.05; 02 1018.03; 02-1018.04; 02-1018.05; 01-0111,05 1251.3 APS-4T 4.0 mm thick; smooth torch applied; AP 11modified bitumen membrane Limits of Use Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved 'LLLfor use outside HVHZ: Verified By: Impact Resistant: Design Pressure: Other: Metro-Dade NOA: 03-0327.OS; 02 1018.03; 02-1018.04; 02-1018.05- 01-0111.Q� 1)://Iloridabtiildliigoi-g/pt-/pt-_app_dtl.asl)x?pai-,iiii=w('TFVXQwtDqv(i4At),8tJalid.lGwaimRaNkAOb'F... 2/21/2006 ' J1" http://odi.com/doorglass/clear/pc_thermal—performance.ph ' Building Value CODES I GET INFO I ABOUT O, Into Building Products, DOORGLASS SKYLIGHTS DECORATIVE WINDOWS ENTRY TREATMENTS A PRODUCT INFO Doorglass>Clear Doorglass>Product Info>Performance&Codes product offering features&benefits Thermal Performance painting&finishing ODL Doorglass can be used in doors to meet Energy Star criteria ow"Mbe glass can Performance&Codes throughout the United States.Thermal performance values for oc urea in doors . Slam&Cycle Testing to meet Energy Star • Thermal Performance different door systems are in the table below. cntena • Water&Air Resistance • Sound Transmission NFRC thermal performance ratings are determined for a fixed set of conditions and specs. Design Pressure severe weather dooralass Decorative 1"Clear Lowe warran Doorglass Glass I"Clear Glass Door system configuration with full glass U factor SHGC U factor SHGC U factor SHGC Fiberglass door—polyurethane T hernial 0.29 0.20 0.29 0.22 0.33 0.25 Performance core C riteria "r for Canada Steel door—wood edge—EPS core 0.30 0.22 0.31 0.22 0.35 0.25 Steel door—steel edge—EPS core 0.36 0.22 0.37 0.22 0.38 0.26 Click here for a complete table of thermal performance ratinqs. Performance Criteria The Energy Star®Windows Program is a voluntary partnership between the Department of Energy(DOE)and the fenestration industry(NFRC)to promote sales of energy efficient windows, doors,and skylights. Regional thermal performance standards as defined by DOE for 2005 are presented below. Local and state codes are developed using Energy Star standards as a guideline but may be more or less stringent. Climate Max.U- MAX. Zone factor SHGC North 0.35 Any North/Central 0.40 0.55 r , South/Central 0.40 0.40 Southern 0.65 0.40 U-Factor: Overall thermal transmission.The lower the value,the slower the rate of heat flow. SHGC/Solar Heat Gain Coefficient: Portion of directly transmitted and absorbed solar energy that enters interior.The higher tHetpel*Atwbk$ d tfttii*s.g4irDecorative Windows I EntryTreatments Screens ©ODL 2004 Privacy Statement Al 4/3/2007 4:02 PM 215 EAST ROOSEVELT ZEELAND, MI 49464p S h PH: 616.772.9111 FAX: 616.772.3840 i ODL/WESTERN REFLECTIONS/ENTRY POINT TRADITIONAL AND SMART FRAME NON-IMPACT DOOR GLASS ASSEMBLY �' s FOR GLAZING UP TO A 3'0 x 68 SINGLE PANEL GENERAL NOTES: w 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE z FLORIDA BUILDING CODE EXCLUDING THE 'HIGH VELOCITY HURRICANE ZONE". m W Qt 2. THIS PRODUCT APPROVAL MUST BE ACCOMPANIED BY A CURRENT FLORIDA s c STATE PRODUCT APPROVAL FOR THE GLAZED SINGLE DOOR ASSEMBLY IT IS W BEING USED WITH, 3. THE DESIGN PRESSURE RATING OF THE ASSEMBLY SHALL BE THE LESSER OF G� THE RATING OF THE DOOR GLASS ASSEMBLY IN THIS APPROVAL AND THE RATING LISTED IN THE ACCOMPANYING GLAZED SINGLE DOOR APPROVAL. Z tY W H 4. THE ACCOMPANYING DOOR APPROVAL SHALL BE A GLAZED DOOR PRODUCT o MEETING THE FOLLOWING REQUIREMENTS: �I g z o _ SINGLE GLAZED STEEL DOOR: A. 1-3/4' MINIMUM PANEL THICKNESS. a a 8. STEEL FACE SHEET 0.022" MIN. THICKNESS AND Fy MIN. = 22,500 PSI. TRADITIONAL DOOR GLASS ASSEMBLY SMART FRAME DOOR GLASS ASSEMBLY C. STILES: PINE 1.67x 1' m D. RAILS: LVL 1.67% 1" E. POLYURETHANE FOAM CORE, MIN. DENSITY OF 2.0 LBS./CU.FT. SINGLE GLA7ED FIBERGLASS DOOR: 36' MAX, 36' MAX A 1-3/4' MINIMUM PANEL THICKNESS. 4. ' B. FIBERGLASS FACE SHEET, 0.087" MIN. THICKNESS AND 24 2 T MAX, .1' MAX. Fy MIN = 4,328 PSI. 5.813" MIN. 5.813" MIN. C. STILES: PINE 1.531'x 1.183" p TRADITIONAL D. RAILS: WOOD COMPOSITE 1.531"x 0.94' DESIGN PRESSURE RATING (PSF 1 E. POLYURETHANE FOAM CORE, MIN. DENSITY OF 2.0 LBS/CU.FT. 5. WHEN USED IN AREAS REQUIRING WIND-BORNE DEBRIS PROTECTION THIS % GLAZING TYPE ASTM ASTM PRODUCT IS REQUIRED TO BE PROTECTED WITH AN IMPACT RESISTANT TEMPERED18' MON E1300-94 0.0-50. 5.0 -502 COVERING THAT COMPLIES WITH SECTION 1606.1.4 OF THE FLORIDA BUILDING /8' MONO. +50.0 -50.0 +50.0 -50.0 CODE. n 1/2' INSUL. +50.0 -50.0 +50.0 -50.0 6. ANY CONDITIONS NOT COVERED IN THIS EVALUATION ARE SUBJECT TO 40 1 1' INSUL +50.0 -50.0 +50.0 -50.0 'O `r SEPARATE ENGINEERING EVALUATION. o a m is SMART FRAME ?o .m TABLE OF CONTENTS o ° DESIGN PRESSURE RATING (PSF) .o 'o 2 GLAZING TYPE ASTM ASTM SHEET III DESCRIPTION TEMPERED E1300-94 E1300-02 a 2 24 OS 1 GENERAL NOTES AND ELEVATIONS 1' INSUL. +60.0 -60.0 1 +60.0 -60.0 sane N.T.S. e 2 TRADLATIONAL CROSS SECTIONS & GLAZING DETAILS INTERIOR VIEW INTERIOR VIEW W.orf. RAH 3 SMART FRAME CROSS SECTIONS & GLAZING DETAILS w:WWH 4 ANCHORING LOCATIONS & BILL OF MATERIAL FL-454 Sx¢T-L a 4 z' I I DOOR PANEL UNDER $ SEPARATE APPROVAL�j 3/8" GLASS ((( .125" TEMPERED SITE } N GLASS ° 2 I SEE SPACING I I SHT. 1 p zV)En I I 1/8" GLASS .125" civ 5 3 9 1/2' GLASS 50' 1" GLASS = 1.0" g 1/8- TEMPERED I I 7 1.20• 7 GLASS GLAZING DETAIL N 3/8" GLASS L) Na F .125" TEMPERED 817E J GLASS ALUM. SPACER _ U 3 1�EBlQg C'. o >2 .25" AIR SPACE //�j/% �cr �^ OOL / WESTERN REFLECTIONS / ENTRY POINT o O i EXTERIOR j jj// §p E NON—IMPACT TRADITIONAL FRAME / INJECTION MOLDED HP POLYPROPYLENE INTERIOR EXTERIO .125" TEMPERED Y GLASS o x a a z(n5 3 9 >.o (n m �o O 1/2" INSULATED TEMPERED GLASS GLAZING DETAIL V) 24.1" MAX. OVERALL O FRAME WIDTH S 21.0" MAX. D.L.O. WIDTH i 9 5 3/8" GLASS 6 7 8 .125" TEMPERED BITE 1 L-�-.+ E�IQB GLASS ALUM. SPACER Ic r i;'r .75" AIR SPACEINTERIO ''� ilii i'3 ( ', ,,,i Y z' ' .125" TEMPEREDSEE SPACING DEu r,;%;'�.`L 9 GLASS O rFL-4574 SHT. 1 SEPARATE APPROVAL 1.'=1 z(^ 5 3 9 HORI20NTALROSS SCTIONAH VERTICAL CROSS SECTIONO2 CROSS SECTION SHOWN W 1" CROSS SECTION SHOWN W/1" 1" INSULATEDGLASS SEE GLAZING DETAILS GLASS SEE GLAZING DETAILS TEMPERED GLASS GLAZING DETAILFOR OTHER GLASS SIZES FOR OTHER GLASS SIZES a saer mar'� a I I I I DOOR PANEL UNDER I / I SEPARATE APPROVAL 7 I I T 77tH 'fir C g GLASS2 1" GLASS = 1.0' r 3v .125" TEMPERED BITE I I GLASS ALUM. SPACER 21 1; vili INTERIOR 1.20" .75" AIR SPACE6. I I EXTERIOR i� w 11 t25" TEMPERED Y N —— ——— GLASS i _1 N 4 4 0 1 2 >m W!2 3 i" INSULATED ODL / WESTERN REFLECTIONS / ENTRY POINT c o0 i - TEMPERED GLASS GLAZING DETAIL NON-IMPACT SMART FRAME MOLDED HP POLYPROPYLENE o �N 2V N C < INTERIOR RIO g op O m � t0 N N 24.1" MAX. OVERALL 6 SMART DOOR GLASS WIDTH S 21.0' MAX. D.L.O. WIDTH 4 2 4 7, 8 EXTERIOR J 14 2 ci ,�r �,INTER10 IFF , 4 y DATE 2/24/OS 1'L' �.'L 4 MALE' N.T.S. ��' LHDOOR PANEL UNDER 1 .r: RAHRAH� OR17ONTAI CROSS SECTION SEPARATE APPROVAL _1_VE®CA_ L L CROSS SECTION or WWH 7 CROSS SECTION SHOWN W11- 3 CROSS SECTION SHOWN W 1 GLASS SEE GLAZING DETAILS J GLASS SEE GLAZING DETAILS" FL-454 FOR OTHER GLASS SIZES FOR OTHER GLASS SIZES a sir 3 ac 4 24.7' MAX. 9.0" MAX. =N FRAME WIDTH 24.1" MAX. 9.0" MAX. a a 8FT.25• FRAME WIDTH a N FRAME WIDTH • 3.25" 3.25" 2.8 5 5" FRAME WIDTH -1 -� _ Lf cn P) T 4 Ln / in r- = NOTE 2IN a W / = W = F_ = W �_ ci 6. 60 4 21.0" MAX. o MAX. o O 21.0" MAX. o d9 D.L.O. X D.L.O. D.L.O. cs WIDTH a WIDTH ov WIDTH 6" w C3 o MAX. > 0 0 /// o D.L.O. o CID w `° �° WIDTH n a r 2 2U $ck: U 68 KIT 68 KIT 6'8 SMART DOOR GLASS 68 SMART DOOR GLASS 24.1' x 66.1 9.0' x 66.1 24.1" x 66.1" 9.0" x 66.1" O K BILL OF MATERIAL ITEM DESCRIPTION MATERIAL NOTES. 1 TRADITIONAL DOOR GLASS FRAME 1.00OR GLASS ASSEMBLY SHAPE AND SIZE NOT TO EXCEED P PO YPR PY NE POYLMER WIDTH AND HEIGHT PERIMETERS AS SHOWN. Y 2 ODL LASS FRAME 2. DIMENSIONS INDICATE LOCATIONS OF FRAME SNAPS. P POLYPROPYLEN POLYMER 318 x 1 1 2PHILLIPS PAN HEAD SCREW STEEL = 4 F11, N URETHANE 5 LAZING COM UND BUTYL FOR ODL BY O BUTYL Q+ 2124105 MONOLITHIC GLASS: 1 TEMPERED GLASS WALL N.T.S. 7 1 IN SS: 1 MP. - AI - 118" MP, mc.s., RAH I- INSULATED GLASS: 7/8" TEMP. - AIR - 71B- TEMP. GLASS 9 FOAM IN PLACE GASKET YNTHETIC U °'�°r WWH owwmc NO.: FL-454 4EF1 4 a 4 FORM 60OA-2004R EnergyGauge®4.5.2 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Loff add 1057 Beach Ave Builder: Bosco Address: 1057 Beach Ave Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Ownet--- —Loff — _ — Jurisdiction Number: 261100 Climate Zone: North II 1. New construction or existing Addition — 12. Cooling systems 2. Single family or multi-family Single family — a. Central Unit Cap:24.0 kBtu/hr — 3. Number of units,if multi-family 1 — SEER: 1.3.50 — 4. Number of Bedrooms 1 _ b.N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft') 882 ft' — c. N/A — 7. Glass typel and area:(Label regd.by 13-104.4.5 if not default) — a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default) 168.0 ft' — a. Electric Heat Pump Cap:24.0 kBtu/hr _ b. SHGC: HSPF:8.00 _ or Clear or Tint DEFAULT)) 7b. (Clear) 168.0 ft' — b.N/A — I 8. Floor types _ a. Raised Wood,Adjacent R=19.0,258.0ft' _ c. N/A _ b. Slab-On-Grade Edge Insulation R=0.0, 19.0(p)ft c. N/A — 14. Hot water systems 9. Wall types a. N/A _ a. Frame,Wood,Exterior R=11.0,438.0 ft' b.N/A _ b.N/A — c. N/A — d.N/A _ c. Conservation credits _ e. N/A — (HR-Heat recovery,Solar 10. Ceiling types — DHP-Dedicated heat pump) a. Single Assembly R=30.0,800.0 ft' 15. HVAC credits MZ-C,PT,MZ-H _ b.N/A — (CF-Ceiling fan,CV-Cross ventilation, c. N/A — HF-Whole house fan, 11. Ducts — PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH(Sealed):Garage Sup.R=6.0, 150.0 ft MZ-C-Multizone cooling, b.N/A — MZ-H-Multizone beating) — I Glass/Floor Area: 0.19 Total as-built points: 7480 PASS Total base points: 7586 I hereby certify that the plans and specifications covered by Review of the plans and ZIiE 8T this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance ' PREPARED BY: with the Florida Energy Code. DATE: 2 Before construction is completed this building will be inspected for 1 hereby certify that this building, as designed, is in compliance compliance with Section 553.908 with the Florida Energy Code. Florida Statutes. c OWNER/AGENT: BUILDING OFFICIAL: WE DATE: — DATE: 1 Predominant glass type.For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. J EnergyGauge®(Version: FLRCSB v4.5.2) FORM 60OA-2004R EnergyGauge®4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1057 Beach Ave,Atlantic Beach, FI, 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 .18 882.0 18.59 2951.0 1.Double,Clear W 2.0 8.0 18.0 38.52 0.91 633.0 2.Double,Clear E 8.0 8.0 18.0 42.06 0.52 392.0 3.13ouble,Clear W 2.0 8.0 32.0 38.52 0.91 1125.0 4.Double,Clear S 2.0 8.0 25.0 35.87 0.86 767.0 5.13ouble,Clear E 2.0 8.0 75.0 42.06 0.91 2879.0 As-Built Total: 168.0 5796.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Frame,Wood, Exterior 11.0 438.0 1.70 744.6 Exterior 438.0 1.70 744.6 Base Total: 438.0 744.6 As-Built Total: 438.0 744.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Wood 20.0 6.10 122.0 Exterior 20.0 6.10 122.0 Base Total: 20.0 122.0 As-Built Total: 20.0 122.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 725.0 1.73 1254.3 1.Single Assembly 30.0 800.0 4.40 X 1.00 3520.0 Base Total: 725.0 1254.3 As-Built Total: 800.0 3520.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 19.0(p) -37.0 -703.0 1. Raised Wood,Adjacent 19.0 258.0 0.40 103.2 Raised 258.0 -3.99 -1029.4 2.Slab-On-Grade Edge Insulation 0.0 19.0(p) -41.20 -782.8 Base Total: -1732.4 As-Built Total: 277.0 -679.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 882.0 10.21 9005.2 882.0 10.21 9005.2 EnergyGauge®DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1057 Beach Ave,Atlantic Beach, Fl, PERMIT#: BASE AS-BUILT Summer Base Points: 12344.6 Summer As-Built Points: 18508.2 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 24000btuh,SEER/EFF(13.5)Ducts:Con(S),Con(R),Gar(AH),R6.0(INS) 18508 1.00 (1.00 x 1.147 x 0.95) 0.253 0.902 4601.5 12344.6 0.3250 4012.0 18508.2 1.00 1.090 0.253 0.902 4601.5 EnergyGaugeTM DCA Form 60OA-2004R EnergyGauge®/FIaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1057 Beach Ave,Atlantic Beach, FI, 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 .18 882.0 20.17 3202.0 1.Double,Clear W 2.0 8.0 18.0 20.73 1.02 381.0 2.Double,Clear E 8.0 8.0 18.0 18.79 1.29 434.0 3.Double,Clear W 2.0 8.0 32.0 20.73 1.02 678.0 4.Double,Clear S 2.0 8.0 25.0 13.30 1.12 371.0 5.Double,Clear E 2.0 8.0 75.0 18.79 1.04 1459.0 As-Built Total: 168.0 3323.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Frame,Wood, Exterior 11.0 438.0 3.70 1620.6 Exterior 438.0 3.70 1620.6 Base Total: 438.0 1620.6 As-Built Total: 438.0 1620.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Wood 20.0 12.30 246.0 Exterior 20.0 12.30 246.0 Base Total: 20.0 246.0 As-Built Total: 20.0 246.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM= Points Under Attic 725.0 2.05 1486.3 1.Single Assembly 30.0 800.0 1.43 X 1 M 1144.0 Base Total: 725.0 1486.3 As-Built Total: 800.0 1144.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 19.0(p) 8.9 169.1 1.Raised Wood,Adjacent 19.0 258.0 2.20 567.6 Raised 258.0 0.96 247.7 2.Slab-On-Grade Edge Insulation 0.0 19.0(p) 18.80 357.2 Base Total: 416.8 As-Built Total: 277.0 924.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 882.0 -0.59 -520.4 882.0 -0.59 -520.4 EnergyGauge®DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge@ 4.5.2 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1057 Beach Ave,Atlantic Beach, FI, PERMIT* BASE AS-BUILT Winter Base Points: 6451.3 Winter As-Built Points: 6738.0 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 24000 btuh ,EFF(8.0)Ducts:Con(S),Con(R),Gar(AH),R6.0 6738.0 1.000 (1.000 x 1.169 x 0.95)0.426 0.902 2878.6 6451.3 0.5540 3574.0 6738.0 1.00 1.111 0.426 0.902 2878.6 EnergyGaugeTM' DCA Form 60OA-2004R EnergyGauge®/FlaRES12004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1057 Beach Ave,Atlantic Beach, FI, 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 1 2635.00 0.0 1 1.00 2635.00 1.00 2635.0 As-Built Total: 0.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 4012 3574 0 7586 T__ZCO2 2879 0 7480 PASS 04 Z$S SIP e COD WE EnergyGauge'rm DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2 FORM 60OA-2004R EnergyGauge®4.5.2 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1057 Beach Ave,Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS _ SECTION I REQUIREMENTS FOR EACH PRACTICE CHECK xtedor Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm_/sy.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 comers; utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top late. 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 plat ; 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 NFP&, 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 ci breaker electric or cutoff(gag must b�_provided.External or built-in heat trate 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. —on- — _ HVAC Controls _ 60_7.1 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-2004R EnergyGauge®/FlaRES'2004R FLRCSB v4.5.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =87.1 The higher the score,the more efficient the home. Loff, 1057 Beach Ave, Atlantic Beach, FI, 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:24.0 kBtu/hr _ 3. Number of units,if multi-family 1 SEER: 13.50 _ 4. Number of Bedrooms I _ b.N/A _ S. Is this a worst case? No 6. Conditioned floor area(ft2) 882 ft2 — c. NIA _ 7. Glass type and area:(Label regd.by 13-104.4.5 if not default) _ a. U-factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a.(Dble Default)168.0 ft2 _ a. Electric Heat Pump Cap:24.0 kBtu/hr _ b. SHGC: HSPF:8.00 _ (or Clear or Tint DEFAULT) 7b. (Clear) 168.0 ft2 — b.N/A 8. Floor types _ a. Raised Wood,Adjacent R=19.0,258.0ft2 _ c. N/A _ b. Slab-On-Grade Edge Insulation R=0.0, 19.0(p)ft V _ c. N/A _ 14. Hot water systems 9. Wall types a. N/A _ a. Frame,Wood,Exterior R=11.0,438.0 ft2 _ b.N/A b.N/A _ c. N/A _ d. N/A c. Conservation credits _ e. N/A _ (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Single Assembly R=30.0,800.0 ft2 15. HVAC credits MZ-C,PT,MZ-H _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Con. Ret:Con. AH(Sealed):Garage Sup.R=6.0, 150.0 ft _ MZ-C-Multizone cooling, b.N/A _ MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building THE ST Construction through the above energy saving features which will be installed(or exceeded) ��yyo� in this home before final inspection. Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. "`° Builder Signature: Date: Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater(or 86 for a US EPR/DOE EnerSyStarmdesignation), your home may qualify for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 Predominant glass type.For actual glass type and areas,see Summer&Winter Glass output on ages 2&4. EnergyGauge®(Version:FLpRCH v4.5.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House Energy Design Systems Job: 5/25/07 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesignsystemsQgmail.com Project ! • For: Loff addition 1057 Beach Ave,Atlantic Beach, FI Notes: Design Information Weather: Jacksonville, Mayport Naval, FL , US Wint r Design Conditions Summer Design Conditions Outside db 39 OF Outside db 92 OF Inside db 72 OF Inside db 72 OF Design TD 33 OF Design TD 20 OF Daily range L Relative humidity 50 % Moisture difference 65 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 13391 Btuh Structure 16509 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 13391 Btuh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total sens. equip. load 16014 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 460 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 2700 Btuh Area (f:2) 882 882 Total latent equip. load 3160 Btuh Volume(f?) 7370 7370 Air changes/hour 1.20 0.50 Total equipment load 19174 Btuh Equiv.AVF (cfm) 148 62 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating Input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 790 cfm Actual cooling fan 790 cfm Heating air flow factor 0.059 cfm/Btuh Cooling air flow factor 0.048 cfm/Btuh Space thermostat Load sensible heat ratio 84 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjghtsoft Right-Suite Residential T"5.0.66 RSR29784 2007-May-25 11:43:29 ACCA C:\Documents and Settings\customer\My Documents\wrightsott\Loll add REV 1 1057 Beach Ave Atl Bch.rs Page 1 s 1r'''ff CITY OF ATLANTIC BEACH r Iris PERMIT r BUILDING /ZONING DEPARTMENT APPLICATION # 800 Seminole Road �~ Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FOR REQUIRED nPULT— Property Address: 10,r/ � L'�/ 1,6 z PLANNING z ni BUIL NG _ Y N BLI W oOR Applicant: = 77 Y N TILIT S Project: p �/�Qp,e �A3 �GD�Q�m Y N FIRE DEPT. Y N PUBLIC SAFETY Cl) APPROVAL U p REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: Z_� Y N D.E.P HUFSTETLER ¢� UJ Y N S.J.R.W.M. CARPER _ itY N ARMY CORPS of ENG CARPER H 0 Y N HOTELS&RESAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: I DATE: E ❑ 1ST REV ❑ PLANNING BUILDING 2ND REV PUBLIC W S LI TI IE FIRE DEPT. PUBLIC SAFETY 3RD REV Return this Form to the Building Department once you have entered your comments into the AS400. +-- — — —F -r--- I _ IIe oe•use'w�000 I EXISTING CONSTRUCTION LINE W �— I M I I L 11 r, 9 Z I I I I W L_—I '�EBRICK C I I dI Q I PAVERS, I I I I $. W I I NEW CON (RUCTION EXISTING q RESIDENCE IM I I I I I I ' I —O° Si o rdI IV'Po Fo- — EXISTING CONSTRUCTION 'I�'e'`�_, ,MKau uwt Prop y Line Setback Front Yard ne Eoastal Construction N �--� on rol Llne LOT 37 SITE PLAN J/� rropercy Line fr _ —d— - - - - - - - - - - - - - - - -- - - - - - - i neuro rem.r. - 1 omw�vox i I Setbarck No rd PROJECT LOCATION MAP S; % 6 -•✓