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Permit 1194 E Linkside Ct (vault folder) CITY OF ATLANTIC BEACH i 800 SEMINOLE ROAD j= ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029062 Date 9/29/04 Property Address . . . . . . 1194 E LINKSIDE CT Tenant nbr, name . . . . . . POOL SCREEN ENCLOSURE Application description . . . SCREENED ENCLOSURE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 7000 Owner Contractor --- --------------------- ------------------------ ROYS, MARY JANE BACKYARD CREATIONS INC 1194 E. LINKSIDE CT 2728 LAKESHORE BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32210 (904) 278-5010 --------------------------------------------------- ------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 65 . 00 Plan Check Fee 32 . 50 Issue Date . . . . Valuation . . . . 7000 Fee summary Charged Paid Credited Due ----------------- ------- --- ---------- - --------- ---------- Permit Fee Total 65 . 00 65 . 00 . 00 . 00 Plan Check Total 32 . 50 32 . 50 . 00 . 00 Grand Total 97 . 50 97 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 0 BUTMING OFFICIAL Cc: CITY OF ATLANTIC BEACH D. Ford t. Hi ios BUILDING / ZONING DEPARTMENT r xs� S. Doerr 800 Seminole Road Atlantic Beach,Florida 32233 �. (904)247-5800 r1 J3l�`' (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 0 4 - 2 9 0 6 2 . Property Address: 1191 LINK5M CT Applicant: B N O(Y R Rn G R t-A T IO N S INC • Project: POOL SCREEN TNCt-OVRE This permit application has been: tv" Approved El Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: kA7 Date: CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (Alteratio &Additions) oil Date: Job Address: l l g q i—I lu—S t A E Cov/" �9 7 Z-,+yj r—t c e 4 _ �- Owner of Property: AA Pre-\/_IA-PJ L�;— P-0 S Address: Cie Telephone: 7-.37 _ 0 .3 5 Legal Description: Block Number: Lot Number: 2 -7 Zoning District: SLt�Vr4 ��Nr�Sr U;6L. Contractor: CR-1--A-F) Ofj S State License Number: C-Q C_ ®.S-7 Z -L Contractor Address: $/ / 1�j K AV� o e�G'6_ 1414 -(e t �- -0 -7-3 Telephone: 90 V - Z7 / Z> Fax: 9 O - Z-7 e l S< a Describe proposed use and work to be done: Pcv,t_._ 5G RE" Present use of land or building(s): !B=Sc jp 7-1 Valuation of proposed construction: 4( 7 02-2 What are the dimensions of the added space: / JC' feet x 3 Z- feet Will the added area be heated and cooled? /V10 New electrical or increase in service? Add plumbing fixtures?_/VV - Add fireplace? /'lh� Add heating/air conditioning?__,efj!nU Is approval of Homeowner's Association or other private entity required? If yes please submit with this application. 'P '� `V ` Tw- IX t` Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or Pill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. YO. Applicant certifies that no trees will be removed for this project. ES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and prsvide all information as agyroariate. Incomplete applications may result In delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required.(If not required,written verification must be provided with this application.) The Department of Public Works is located at:1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://Www.ei.stlantic-beach.fl.us Page 2 Revised 1/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,Including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways,sidewalks,patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for Individual applications. I hereby certify that all information provided with this application is correct. 3 1i�_ (0* Signature of owner: Date: t I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: ��%;�� z Date• i Z' t ` 0`{ Address and contact information of person to receive all correspondence regarding this application(please print). Name: -_5Tx1`r`J Ie_ t,c /V/�- /3i¢�-K ¢/'c.IJ Com—/-7 ,s•J S Mailing Address: 2-1 / //*L1C �?/� (,� -r✓t�-I�- �'�9�LttC. -3 Z-C 7 3 Telephone: 2-?'7 , �� 6 S/ —Fax: 7--_2C- -t l c; E-Mail: AS TO OWNER: rr'' Sworn to and subscribed before me this i P 1-4 day of A-V 6-0 S ,20 b , State of Florida,County of Duval ,g•MY�1 Stanley R.Kline Notary's Signature _.: MY COMMISSION# CC987476 EXPIRES December 19,2004 BONDED THRU TROY FAIN INSURANCE,INC. Personally known ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this 2- day of J� Z'i't �_ ,200. State of Florida,County of Duval StanR.Kline Notary's Signature-,:'01 ,C �� MYCOMMISSION#CC987476 EXPIRES -0-'i'ersonally known December 19,2004 ❑ Produced identification „ .• BONDED THRU TROY FAIN INSURANCE,INC. Type of identification produced 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ci.stiantic•beach.fl.us Page 3 Rewe Iroa 5 MIK RETURN PHONE .H E-ai� CO Book. 12055 Page 2361 NOTICE OF COMMENCEMENT State of Tax Folio Na County of 5uu—4-L-- T -L- 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: Lo T- 2-7 S tit--y r4 L t 'N il-'-C` D� o/N L�— i Address of property being improved: L-1 Nl ! D t:-:- �-� - �r nL 32-i3 3 General description of improvements: P00 i,_ Owner. rA"N a YS Address: /!9 y` L t/`t/e--S c /J C-4— Owner's interest in site of the improvement:_ P� Fee Simple Titleholder(if other than owner): Name: Address: �( Contractor: BA-C J-_ �-e! r Address: �'! / ��,/LtG _ ft7//� O �i9 �L. 3 3 Phone No: c1d" — Z-7 Fax No: P-7JCL Surety(if any): Address: Amount of Bond$ Phone No: Fax No: Name and address of any person making a loan fo r 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),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY U� Signed: Date: Before me this day o � in the CountyS oCll 0 5 60 of Duval,State of Florida,has personally appeared j"g?s xwgDD Book: 0� Pae: 2361 Notary Public at Large,Sta of Florida,County of Duval. Filed & Recorded M xpires: 44/23/2444 12:35:42 PM ersonally or JIM FULLER UIT CDUfiT Produ®enti tcahon: CLERK CIRC DUVflL COUNTY " RECORDING 5.44 +"fN': Stanley R K e 1.44 MYCOMWSSION# CC987476 EXPIRES TRUST FUND # ya., December 19,2004 RU ADDITIONAL 4.44 ".�••• BQM*I)THRUTROY M64i S+WLt.ui� RECti,ur ,.• . o S CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION CHECKLIST J (For Alterations/Additions) APPLICATION CHECKLISUREQ IRED SUBL41TTALS 1. Building Application Form 2. Four complete sets of plans including detailed site plan 3. Recent survey 4. Owner/Builder Affidavit (required when owner acts as contractor) 5. Energy Sheets _6. Construction Site Management Plan 7. Recorded Notice of Commencement 8. Tree Removal Application if trees are to be removed or relocated SCHEDULED INSPECTIONS Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following working day; please specify a.m. or p.m. inspection. When calling in an inspection, please have the permit number, job location and type of inspection needed. Inspections are scheduled as follows: 1. Footing 2. Under slab plumbing/sewer/electric 3. Slab 4. Cover up: Framing, Rough Electric, Mechanical and Plumbing. (This is different from other jurisdictions) 5. Insulation 6. Final Inspection(includes drainage,trees, landscape and site inspection) Finished floor elevation survey required prior to issuance of Certificate of Occupancy. BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. Concrete cannot be poured and work cannot be covered up until building card is SIGNED by the inspector. You may be required to uncover any work that has not been inspected. It is the responsibility of the BUILDER/CONTRACTOR to post the building card. A fee of$35.00 is charged for all re-inspections. NOTE: This application may be subject to covenants and restrictions for the permitted property. The enforcement of the covenants and restrictions are the responsibility of the homeowner's association. 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ei.atiantit-beach.f.us Page 1 ttevised lroa Cc: .i, ,,, jv CITY OF ATLANTIC BEACH D F d BUILDING / ZONING DEPARTMENT S.Hi oerr s zl 800 Seminole Road Atlantic Beach,Florida 32233 ,,. (904)247-5800 J,31� (904)247-5845 Fax PLAN REVIEW COMMENTS " J Permit Application # 04 - 2 g D 6 z , Property Address: 1 E 1 I N K510� C1 Applicant: T6�C KY N R D C IZ A T 10 N 5 1 N C• Project: ? 0 b L S G FU N N C VOC-)O V� This p mit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: S4:�� 4a".1— Date: y�a7,U L {`{' 7'1�' CITY OF ATLANTIC BEACH SEP 2 3 2004 BUILDING PERMIT APPLICATION (Alterations&Additions) BY: -..,_r.-h....._ Date: Job Address: L?Ll t-1/V 4 S 1,0 lC..: C-0-0 etr- 6- T-1 C- eg4e--14 t Owner of Property: P-04S Address: �!�� `f �-�i`%l�r�t-�� " G Telephone: ?3 -7 0 :3-> 3 _ Legal Description: Block Number: Lot Number: 2 -7 Zoning District: s,?c�vrs e.�Nres:U� Contractor: B/ � C+� � $� State License Number: ('_-� D-S 7 Z-7 -L. Contractor Address: / p/+/Z l� �'V - �'-'¢�Gam- �. tG i-�' r' Telephone: 9D CF - Z 7 1? Sd/ Fax: D it -' 4'7--7 Describe proposed use and work to be done: 1�'C�C_— Vic-L- S 5G REEN Present use of land or building(s): . �' --r� d�-�'� -1 A--`- Valuation of proposed construction: 7 OA72 What are the dimensions of the added space: / 01> feet x Z feet Will the added area be heated and cooled? /'V0 New electrical or increase in service? /""'0 Add plumbing fixtures? /10 Add fireplace? Add heating/air conditioning? Is approval of Homeowner's Association or other private entity required? If yes please submit with this application. � '�''� �� Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ONO. Applicant certifies that no change in site grade or fill material will be used on this project. 0 YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. O. Applicant certifies that no trees will be removed for this project. ]YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED..Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. if you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required.(If not required,written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -bttp://www.ci.atiantic-beseh.fl.us Page 2 Revised Iron t r �Dv- 1� f 3� lz D n'P-�-'f Iliq r x Z a Z4 30 2004 - DESIGN / COMPONENT SELECTION SHEET - 2004 SCREEN ENCLOSURE WITH A SCREEN ROOF Using as Reference: Aluminum Structures Design Manual, Florida Building Code, 2004 Edition by Lawrence E. Bennett, P.E. Designer: � 1�wf K L IV - BACKYARD CREATIONS Jobsite Address: 10 V 1 i.'V/KSr 1)'L> C.j f- Owner: �►��y .��N/� �� y S' Contractor(if other than Designer): DAVID M. COMMONS Date: Basic Overall Dimensions: Length: Width: Roof Style or Configuration: ?' I `f M�i'�Ji�� Slope/Pitch: Screen Wall/Eave Height: Height Overall: A) Main Roof Support Beams: (per Section 1, Table 1.1, Page 1-56) Typical Spacing: (Ft) Span: L7 fl%i f- (Ft) Select: ,�, x � SMB Minimum Required Support Post(for Beam): ,;L 1.- 14 (per Section 1, Table 1.6, Page 1-61) B) Size of Wall Uprights/ Posts/Columns Cad Main Roof Support Beams: (per Section 1, Table 1.3, Page 1-58) Typical Spacing: (Ft) Span: 6 (Fid Select: Z x 1 / SMB USING (larger of member from Table 1.3 vs Table 1.6): y C) Beam Fastening: Q' (per Section 1, Table 1.6, Page 1-61) Number of# ,I L) S_M.S. Required per Table 1.6 = G' (each per end per side) 1) at Post= Type of Connection Used: _Lap OR, Gusset with S.M.S. (Total/Connection) 2) at Beam Splice=Type of Connection Used: Lap OR, _X Gusset with S.M.S. (Total/Connection) D) Roof Purlins (Secondary Screen Roof Members): (Section 1, Table 1.2, Page 1-57 Note: Purlins= TO"o.c. Max) Typical Spacing/Load Width: .L (Ft) Span: _ (Ft) Using: X 2X2 Hollow or E) Size of Wall Uprights/ Posts/Columns Cal Non-Bearing (Side) Wall: (per Section 1, Table 1.3, Page 1-58) Typical Spacing/Load Width: & _(Ft) Span: (Ft) Select: 2- X SMB F) Wall Horizontals (Secondary Screen Wall Members): (Section 1, Table 1.4, Page 1-59) (Note: Maximim vertical spacing of wall horizontals(aka girt) = TO"o.c.)) 1) Height(from sole plate) _3 (Ft) Load Width 11 (Ft) Span 7 (Ft) Using x 2X2 Hollow or 2) Height(from sole plate) (Ft) Load Width (Ft) Span (Ft) Using 2X2 Hollow or G) Wall Bracing: (per Section 1. Pages 39-44): Using: Cables OR, K-Bracing—#of Sets on Rear Wall= #of Sets on Left Side Wall #of Sets on Right Side Wall #of Sets on (Other)Wall / a y 0 t- 7 z 43 Z-SF t 2 e N 7- 100% Front Wall + 50%one Side Wall =Total Wall Area (445 SF per set cables) • Side Wall Cables NOT REQUIRED if less than 233 SF z 5 eAo 40; /x2./Ll� z 12 p Oro i 4A P R 0 V E D uITY Or ATLANTIC BEACH BUILDING OFFICE SEP 2 2004 BY; T y�/ C A m Aoir�-1Sm lq2 y -7A-N/� R 0 S v t E �✓ G�" y Z 4rz- aIv n c. 5E-,4cy , FL 3Zz33 T SGA- 3 2004 - DESIGN / COMPONENT SELECTION SHEET - 2004 SCREEN ENCLOSURE WITH A SCREEN ROOF Using as Reference: Aluminum Structures Design Manual, Florida Building Code, 2004 Edition by Lawrence E. Bennett, P.E. Designer: �y/ K L E - BACKYARD CREATIONS Jobsite Address: 1)r> L--i /- Owner.- Contractor wner:Contractor(if other than Designer): DAVID M. COMMONS Date: Basic Overall Dimensions: Length: Width: 3 C AA evy_ Roof Style or Configuration: 3 I `f M fh'�J��'� Slope/Pitch: Screen Wall/Eave Height: Height Overall A) Main Roof Support Beams: (per Section 1, Table 1.1, Page 1-56) Typical Spacing: (t_) (Ft) Span: -7 (Ft) Select: -;� x _SMB Minimum Required Support Post(for Beam): (per Section 1, Table 1.6, Page 1-61) B) Size of Wall Uprights/ Posts / Columns Cad Main Roof Support Beams: (per Section 1, Table 1.3, Page 1-58) Typical Spacing: (Ft) Span: (Fid Select: x SMB USING (larger of member from Table 1.3 vs Table 1.6): LX f C) Beam Fastening: (per Section 1, Table 1.6, Page 1-61) Number of# ; u S.M.S. Required per Table 1.6 = (each per end per side) 1) at Post= Type of Connection Used: _Lap OR, Gusset with S.M.S. (Total/Connection) 2) at Beam Splice =Type of Connection Used: Lap OR, _X Gusset with S.M.S. (Total/Connection) D) Roof Purlins (Secondary Screen Roof Members): (Section 1, Table 1.2, Page 1-57 Note: Purlins= TO" o.c. Max) Typical Spacing/Load Width: —L(Ft) Span: (Ft) Using: X 2X2 Hollow or E) Size of Wall Uprights/ Posts/ Columns 0- Non-Bearing (Side)Wall: (per Section 1, Table 1.3, Page 1-58) Typical Spacing/Load Width: (Ft) Span: (Ft) Select: ;L X SMB F) Wall Horizontals (Secondary Screen Wall Members): (Section 1, Table 1.4, Page 1-59) (Note: Maximim vertical spacing of wall horizontals(aka girt) = TO"o.c.)) 1) Height(from sole plate) > (Ft) Load Width 6 (Ft) Span 7 (Ft) Using x 2X2 Hollow or 2) Height(from sole plate) (Ft) Load Width (Ft) Span (Ft) Using 2X2 Hollow or G) Wall Bracing: (per Section 1, Pages 39-44): Using: _�Cables OR, K-Bracing—#of Sets on Rear Wall= #of Sets on Left Side Wall #of Sets on Right Side Wall #of Sets on (Other)Wall ten/ 2 y v r J L � i L SF FP,.,e/J 7 • 100% Front Wall + 50%one Side Wall =Total Wall Area (445 SF per set cables) • Side Wall Cables NOT REQUIRED if less than 233 SF ablum Cit yy of Atlantic Beach CU5TO;R RECEIPT eee Oper: DSNITH Type: OC Drawer: 1 Dater 9/29/84 01 Receipt no: 98521 DescriDtion Quantity Aaount 60844 29862 BP SUILDIN6 PERMITS.00 197.50 Tender detail CK CHECK $97.50 Total tendered 197.50 Total paysent 197.50 Trans date: 9/29/84 Time: 11:49:48 �I SCREENED ENCLOSURES SECTION 1 i STRAP SUPER OR EXTRUDED GUTTER / HOSTS RUC RE / SPACING/2 + SPACING/2 SPACING/2 * SPACING/2 BEAM SET SPACING BEAM SET SPACING STRAP LOCATION FOR SUPER OR EXTRUDED GUTTER REINFORCEMENT SCALE: 3/8"= l'-0". 2"x_"x 0.050"STRAP @ EACH BEAM CONNECTION AND @ 1/2 BEAM SPACING W/ (2)S.M.S. PER STRAP -� (SEE SECTION 9) ( ALTERNATE 2"S.M.S. OR LAG SCREWS I TRANSOM (SEE SECTION 9) 1 UPRIGHT 1 i \ \ SUPER OR EXTRUDED \ ®\ GUTTER ANGLE OR RECEIVING \ CHANNEL (SEE SECTION 9 FOR DETAILS) SELF MATING BEAM J \ (SIZE VARIES) MAX. DISTANCE FROM FASCIA BEAM CAP TO HOST STRUCTURE WALL 24"WITHOUT SITE SPECIFIC SCREW PATTERNS MAY VARY ENGINEERING (SEE TABLES OR NOTES FOR SIZE AND NUMBER OF SCREWS) SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER SCALE: 3"= 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)7674774 FAX: (386)767-6556 @ COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 1-21 SCREENED ENCLOSURES SECTION 1 (5)#10 S.M.S. (MIN.) 1/8"x 1-1/2"x 8" FLAT BAR ® ® ® ® e 0.125"PLATE OUT ON 45°ANGLE _ EYE-BOLT OR TURNBUCKLE FOR CABLE TENSION STAINLESS STEEL(SEE TABLE) PERIMETER FRAMING Lv MEMBER TYPICAL CABLE CONNECTIONS AT CORNER - DETAIL 1 SCALE: 3"= 1'-0" A ALTERNATE: USE (1) 1/4"x 1-1/4" FENDER WASHER EACH SIDE OF ® V FRAME MEMBER EITHER A OR B 1"x 2"x 0.125"CLIP AND (4) B MIN. (2)CLAMPS REQUIRED #10 x 3/4" S.M.S. EACH SIDE (TYP) FOR CABLES ® ® ® MIN. 1/4" EYE BOLT. WELD EYE CLOSED (TYP.) ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A SCALE: 3"= 1'-0" Lawrence E. Bennett, P.E. FL# 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)767.4T74 FAX: (386)767.6556 PAGE © COPYRIGHT 2004 A NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 1-41 SECTION 1 SCREENED ENCLOSURES MIN. 3-3/4" (4" NOMINAL)SLAB MIN. (2) 114"OR 5/16"x 1-3/4" MIN.5d CONCRETE ANCHORS 5a ALTERNATE CLIP: MIN.5d X01 3"ASTM A-36 PRESSED STEEL CLIP TYPICAL CABLE CONNECTION AT SLAB DETAIL - DETAIL 2 SCALE: 3"= 1'-0" ANCHOR PER TABLE 9-1A MIN. SHEAR 607#FOR 3/32"CABLE SLAB FOR 1/8"CABLE SHALL AND 902#FOR 1/8" CABLE HAVE A THICKENED EDGE TO FOR 3/32" CABLE 5/16"x 2" O � ACHIEVE 5d MIN.ANDA 3/8"x CONCRETE ANCHOR WI 2"ANCHOR CABLE THIMBLE AND WASHER o � 5d (MIN.) 3-1/2" (4" NOMINAL) SLAB(MIN.) 2500 P.S.I. CONCRETE 6 x 6- 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTIONS AT FOUNDATION - DETAIL 2A SCALE: 3"= 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)767-4774 FAX: (386)767-6556 PAGE © COPYRIGHT 2004 1-42 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SCREENED ENCLOSURES SECTION 1 2"x 2"x 0.125"ANGLE STAINLESS STEEL CABLE 2-114"x 1-1/2"CONCRETE ANCHORS (MIN.) CABLE CLAMP (SEE TABLE) NOTE: 'y/iy MIN. 3-3/4" SEE PAGE 1-41 FOR NUMBER sa (4" NOMINAL) OF CABLES REQUIRED SLAB DISTANCE FROM EDGE OF SLAB=5(D)OF SCREW ALTERNATE CABLE CONNECTION AT SLAB DETAIL - DETAIL 213 SCALE: 3"= 1'-0" SELECT ANCHOR FROM TABLE 9-1, MIN.SHEAR 607# FOR 3/32"CABLE AND 594#FOR 1/8" �.� CABLE, FOR 3132"CABLE (1) 2 1/4"x 1-1/2"CONCRETE ANCHOR (MIN.)@ 5d MIN. o � e, \\ \\ 5d (MIN.) 5-1/2" (6"NOMINAL) \ SLAB (MIN.) u s 5d (MIN.) 2J 2500 P.S.I. CONCRETE 6 x 6-10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTIONS AT FOUNDATION - DETAIL 2C SCALE: 3"= l'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE (386)767-4774 FAX: (386)757-6556 © COPYRIGHT2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 1-43 SCREENED ENCLOSURES SECTION 1 t I 1/4"x 6" RAWL TAPPER THROUGH 1"x 2"AND ALUMINUM FRAME SCREEN ROWLOCK INTO FIRST WALL COURSE OF BRICKS CAP BRICK 1—i BRICK KNEEWALL TYPE'S' ALTERNATE CONNECTION OF o - MORTAR REQUIRED FOR SCREENED ENCLOSURE FOR LOAD BEARING BRICK WALL 2 �d BRICK OR OTHER NON- - STRUCTURAL KNEE WALL CY) 4" (NOMINAL) PATIO 1"WIDE x 0.063"THICK STRAP CONCRETE SLAB (SEE NOTES @ EACH POST FROM POST TO CONCERNING FIBER MESH) FOOTING W/(2)#10 x 3/4" S.M.S. STRAP TO POST AND ° (1) 1/4"x 1-3/4"CONCRETE 4 (3)#30 BARS OR (1) ANCHOR TO SLAB OR • 1;50 BAR W/2-1/2" COVER FOOTING (TYP.) BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4"= V-0" (1)#5 BAR CONT. 3 #3 BAR CONT. OR (2 #3 BAR CONT. OR 2'-0" MIN. 3-1/2" (TYP. (1;#5 BAR CONT. ° -f BEFORE SLOPE ALL SLABS) a iv a e Q 00 \\/\\r 011 TYPE I TYPE II TYPE III FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2"/12" 2"/ 12"- 1'-10" > 1'-10" Notes for all foundation types: 1. No footing required except when addressing erosion until the slab width in the direction of the primary exceeds 32 ft., then a Type II footing is required under the load bearing wall only unless the side wall exceeds 16 ft. in height or the enclosure is in a"C"exposure catagory in which case a Type II footing is required for all walls. 2. The foundations shown are based on a minimum soil bearing pressure of 1,500 PSF. Bearing capacity of soil shall be verified, using a pocket penetrometer, field soil test,or by a soil testing lab,to be above 1,500 PSF prior to placing the slab. 3. The slab/foundation shall be cleared of debris and roots and compacted prior to placement of concrete. 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6- 10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh o Mesh, InForce"m e3Tm (Formerly Fibermesh MD)per maufacturel's specification may be used in lieu of wire mesh. 5. If local building codes require a minimum footing, use Type II footing or footing sections required by local code. Local code governs. SLAB-FOOTING DETAILS SCALE: 3/4"= 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)7674774 FAX: (386)767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 1-55 SECTION 1 SCREENED ENCLOSURES I, Table 1.1 Allowable Spans for Primary Screen Roof Frame Members Aluminum Alloy 6063 T-6 For Areas with Wind Loads up to 150 M.P.H.and Latitudes Below 30"-30'-00"North(Jacksonville,FL) Tributary Load Width'W'=Beam Spacing Hollow Sections 3'-0" 4'-0" 1 5'-0" 1 6'-0" 7'-0" 8'-0" 9--0-- Allowable '-0"Allowable Span'L'/bending'b'or deflection'd' 2"x 2"x 0.044" 9'-10" b 8'-7" b T-8" b 6'-11" 2"x 2"x 0.055" 10'-9" b 9'-4" b 8'-4" b 7'-7" b 7'-1" b 6'-7" b 6'-3" b 2"x 3"x 0.045" 13'4" b 11'-7" b 10'-4" b 9'-5" b 8'-9" b 8'-2" b 7'-8" b 2"x 4"x 0.050" 14'-8" b 12'-8" b 11'-4" b 10'-4" b 9'-7" b 8'-11" b Tributary Load Width W'=Beam Spacing Self Mating Sections 3'-0" 4'-0" 1 5'-0" 1 6'-0" 1 7'-0" 1 8'-0" Allowable Span'L'/bending'b'or deflection'd' 2"x 4"x 0.044 x 0.100" 19'-11" b 17'-4" b 15'-6" b 14'-2" b 13'-1" b 12'-3" b 11'-6" b 2"x 5"x 0.050"x 0.100" 24'-9" b 21'-5" b 19'-2" b 17'-6" b 16'-2" b 15'-2" b 14'-3" b 2"x 6"x 0.050"x 0.120" 28'-7" b 24'-9" b 22'-2" b 20'-3" b 18'-9" b 17'-6" b 16'-6" b 2"x 7"x 0.055"x 0.120" 32'-3" b 27'-11" b 24'-11" b 22'-9" b 21'-1" b 19'-9" b 18'-7" b 2"x 7"x 0.055"w/insert 42'-10" b 37'-1" b 33'-2" b 30'-4" b 28'-1" b 26'-3" b 24'-9" b 2"x 8"x 0.072"x 0.224" 41'-7" b 36-1" b 32'-3" b 29'-5" b 27'-3" b 25'-6" b 24'-0" b 2"x 9"x 0.072"x 0.224" 45-1" b 39'-1" b 34'-11" b 31'-11" b 29'6" b 27'-8" b 26'-1" b 2"x 9"x 0.082"x 0.310" 49'-6" b 42'-11" b 38'-4" b 35'-0" b 32'-5" b 30'-4" b 28'-7" b 2"x 10"x 0.092"x 0.369" 59'-6" b 51'-7" b 46'-1" b 42'-1" b 38'-11" b 36'-5" b Tributary Load Width'VV'=Beam Spacing Snap Sections 3'-0" 4'-0" 1 5'-0" 1 6'-0" 1 7'-0" 1 8'-0" 9'-0" Allowable Span V/bending'b'or deflection'd' 2"x 2"x 0.044" 11'-9" b 10'-2" b 9'-1" b 8'-4" b 7'-8" b 7'-2" b 6'-9" b 2"x 3"x 0.045" 15'-1" b 13'-1" b 11'-8" b 10'-8" b 9'-10" b 9'-3" b 8'-8" b 2"x 4"x 0.045" 18'-5" b 15'-11" b 14'-3" b 13'-0" b 12'-1" b 11'-3" b 10'-8" b 2"x 6"x 0.062" 31'-3" b 27'-1" b 24'-2" b 22'-1" b 20'-5" b 19'-2" b 18'-0" b 2"x 7"x 0.062" 34'-9" b 30'-1" b 26-11" b 24'-7" b 22'-9" b 21'-3" b 20'-1" b Note: 1.Thicknesses shown are"nominal"industry standard tolerances. No wall thickness shall be less than 0.040". 2.The structures designed using this section shall be limited to a maximum combined span and upright height of 55'and a maximum upright height of 20'.Structures larger than these limits shall have site specific engineering. 3. Spans are based on a minimum of 10#/Sq. Ft.for up to a 150 M.P.H.wind load. 4. Span is measured from center of beam and upright connection to fascia or wall connection. 5. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 6. Purlin spacing shall not exceed 6'-8". For beam spans greater than 40'-0"the beam at the center purlin and one purlin for each 14'-0"on each side of the center purlin shall include lateral bracing as shown in detail(48'-0")span with purlins at 6'-8" o.c.center purlin and(2)purlins each side of center purlin need lateral bracing. 7. Spans may be interpolated. Example: Max.'L'for 2"x 4"x 0.050"hollow section with'W'=5'-0" = 1 V-4" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)767.4774 FAX: (386)767-6556 PAGE © COPYRIGHT 2004 1-56 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. I SCREENED ENCLOSURES SECTION 1 li Table 1.2 Allowable Spans for Secondary Screen Roof Frame Members Aluminum Alloy 6063 T-6 For Areas with Wind Loads up to 150 M.P.H.and Latitudes Below 30°-30'-00"North(Jacksonville,FL) A.Sections Fastened To Beams With Clips Tributary Load Width'W'=Purlin Spacing Hollow Sections 3'-6" 1 4'-0" 1 4'-6" 1 5'-0" 5'-6" 1 6'-0" 6'-8" Allowable Span'L'I bending'b'or deflection'd' 2"x 2"x 0.044" 7'-8" d 7'-4" d T-0" d 6-9" d 6'-6" b 6'-3" b 5'-11" b 2"x 2"x 0.055" 8'-1" d T-9" d T-5" d 7'-2" d 6'-11" d 6'-9" d 6'-6" b 3"x 2"x 0.045" 8'-8" d 8'-3" d 7'-11" d 7'-8" d 7'-5" d 7'-3" d 6'-11" d 2"x 3"x 0.045" 10'-9" d 10'-3" d 9'-9" b 9'-3" b 8'-10" b 8'-5" b 8'-0" b 2"x 4"x 0.050" 12'-2" b 11'-4" b 10'-8" b 10'-2" b 9'-8" b 9'-3" b 8'-9" b Tributary Load Width W'=Purlin Spacing Snap Sections 3'-6" 1 4'-0" 1 4'-6" 1 5'-0" 5'-6" 6'-0" 6'-8" Allowable Span V/bending'b'or deflection'd' 2"x 2"x 0.044 8'-5" d 8'-1" d T-9" d T-6" d T-3" d 7'-0" d 6'-9" d 2"x 3"x 0.045" 11'-7" d 11'-1" d 10'-8" d 10'4" d 9'-11" b 9'-6" b 9'-0" b 2"x 4"x 0.045" 14'-8" d 14'-0" d 13'-6" d 12'4" b 12'-2" b 11'-8" b 11'-1" b B.Sections Fastened Through Beam Webs Into Screw Bosses Tributary Load Width'W'=Purlin Spacing Hollow Sections 3'-6" 1 4'-0" 1 4'-6" 1 5'-0" 5'-6" 1 6'-0" 6'-8" Allowable Span V/bending'b'or deflection'd' 2"x 2"x 0.044" 9'-2" b 8'-7" b 8'-1" b T-8" b 7'-4" b 6'-11" b 6'-7" b 2"x 2"x 0.055" 9'-11" b 9'4" b 8'-10" b 8'4" b 7'-11" b 7'-7" b T-3" b 2"x 3"x 0.050" 12'13" b 11'-7" b 10'-11" b 10'4" b 9'-10" b 9'-5" b 8'-11" b 2"x 4",x 0.050" 13'-7" b 12'-8" b 11'-11" b 11'4" b 10'-10" b 10'-4" b 9'-10" b Tributary Load Width W'=Purlin Spacing Snap Sections T-6" 4'-0" 1 4'-6" 1 5'-0" 5'-6" 1 6'-0" 6'-8" Allowable Span VI bending'b'or deflection'd' 2"x 2"x 0.044" 10'-11" b 10'-2" b 1 9'-7" b 1 9'-1" b 1 8'-8" b 1 8'-4" b T-11" b Notes: 1.Thicknesses shown are"nominal"industry standard tolerances. No wall thickness shall be less than 0.040". 2. Spans are based on a minimum of 10#/Sq. Ft.for up to a 150 M.P.H.wind load.3. Span is measured from center of beam and upright connection to fascia or wall connection. 3. Span is measured from center of beam and upright connection to fascia or wall connection. 4. Purlin spacing shall not exceed 6'-8". For beam spans greater than 40'-0"the beam at the center purlin and one purlin for each 14'-0"on each side of the center purlin shall include lateral bracing as shown in detail (48'-0")span with purlins at 6'-8" o.c.center purlin and(2)purlins each side of center purlin need lateral bracing. 5. Spans may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. Example: Max.'L'for 2"x 4"x 0.050"hollow section fastened to beam with clips with W'=5'-0" =10'-2" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)7677774 FAX: (386)767.6556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E 1-57 i i SECTION 1 SCREENED ENCLOSURES i Table 1.3 Allowable Post/ Upright Heights for Primary Screen Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at velocity of 120 MPH or an applied load of 14#/sq.ft.' Tributary Load Width'W'=Upright Spacing Hollow Sections 3'-0" 4'-0" 1 5'-0" 1 6'4" 7'4" 1 8'4" 9'-0" Allowable Height'H'/bending'b'or deflection'd' 2"x 2"x 0.044" 8'-4" b 7'-3" b 1 6'-6" b 1 5'-11" b 5'-6" b 1 5-1" b 4'-10" h 2"x 2"x 0.055" 9'-1" b 7'-11" b T-1" b 6-5" b 5'-11" b 5-7" b 5'-3" b 2"x 3"x 0.045" 11'-3" b 9'-9" b 8'-9" b T-11" b T-5" b 6'-11" b 6-6" b 2"x 4"x 0.050" 1 12'-5" b 10'-9" b 9'-7" b 8'-9" b 8'-1" b T-7" b T-2" b Tributary Load Width'W'=Upright Spacing Self Mating Sections 3'-0" 4'-0" 1 5'4" 1 6'-0" 7'4" 1 8'-0" 9-4- Allowable Height'H'1 bending'b'or deflection'd' 2"x 4"x 0.044 x 0.100" 16-11" b 14'-8" b 13'-1" b 11'-11" b 11'-1" b 10'-4" b 9'-9" b 2"x 5"x 0.050"x 0.100" 20'-11" b 18'-1" b 16-2" b 14'-9" b 13'-8" b 12'-10" b 12'-1" b 2"x 6"x 0.050"x 0.120" 24'-2" b 20'-11" b 18'-9" b 17'-1" b 15'-10" b 14'-10" b 13'-11" b 2"x 7"x 0.055"x 0.120" 27'-3" b 23'-7" b 21'-1" b 19'-3" b 17'-10" b 16'-8" b 15'-9" b 77x-7"x 0.055'w/insert 36-3" b 31'-4" b 28'-1" b 25'-7" b 23'-9" b 22'-2" b 20'-11" b 2"x 8"x 0.072"x 0.224" 35-2" b 30'-6" b 27'-3" b 24'-10" b 23'-0" b 21'-6" b 20'4" b 2"x 9"x 0.072"x 0.224" 38'-2" b 33'-0" b 29'-0" b 26-11" b 24'-11" b 23'-4" b 22'-0" b 2"x 9"x 0.082"x 0.310" 41'-10" b 36'-3" b 32'-5" b 29'-7" b 27'-5" b 25'-8" b 24'-2" b 2"x 10"x 0.092"x 0.369" 50'4" b 43'-7" b 38'-11" b 35'-7" b 32'-11" b 30'-10" b 29'-1" b Tributary Load Width'W'=Upright Spacing Snap Sections 3'-0" 4'4" 1 5'4" 1 6'0" 1 7'4" 1 8'-0" 9'-0" Allowable Height'H'/bending'b'or deflection'd' 2"x 2"x 0.044" 9'-11" b 8'-7" b T-8" b T-0" b 6-6" b 6'-1" b 5'-9" b 2"x 3"x 0.045" 12'-9" b 11'-0" b T-10" b 9'4" b 8'-4" b T-10" b 7'4- b 2"x 4"x 0.045" 15'-7" b 13'-6" b 12'-1" b 11'-0" b 10'-2" b 9'-7" b 8'-11" b 2"x 6"x 0.062" 26'-5" b 22'-10" b 20'-5" b 18'-8" b 17'-3" b 16'-2" b 15'-3" b 2"x 7"x 0.062" 29'-5" b 25'-5" b 22'-9" b 20'-9" b 19'-3" b 1 17'-11" b 16-11" b 'For allowable heights at wind velocities other than 120 MPH,see conversion table 1A on the specification page for tables at the beginning of this section and example below. Note: 1. Thicknesses shown are"nominal"industry standard tolerances.No wall thickness shall be less than 0.040". 2. Using screen panel width'W'select upright length'H'. 3. Above heights do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 4. Site specific engineering required for pool enclosures over 20'in mean roof height. 5. Height is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair rails of 2"x 2"x 0.044"min.and set @ 36"in height can be considered as residential guardrails provided they are attached with min.(3)#10 x 1-1/2"S.M.S.into the screw bosses and do not exceed 8'-0"in span. 7. Heights may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IF SPANS FOR'C'EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED,SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA.FL 32121 TELEPHONE: (386)7674774 FAX: (386)767.65,% PAGE p © COPYRIGHT 2004 1-58 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION 0F LAWRENCE E.BENNETT,RE. SCREENED ENCLOSURES SECTION 1 Table 1.4 Allowable Post/ Girt/Chair Rail Spans, Header Spans & Upright Heights for Secondary Screen Wail Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at velocity of 120 MPH or an applied load of 14#/sq.ft.' A.Sections As Horizontals Fastened To Posts With Clips Tributary Load Width'W' Hollow Sections 3'-6' 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 6'-8" Allowable Heights'H'1 bending'b'or deflection'd' 2"x 2"x 0.044" 6'-10" d 6'-6" b 6'-1" b 5'-9" b 5'-6" b 5'-3" b 5'-0" b 2"x 2"x 0.055" 7'-3" d 6-11" d 6'4" b 64" b 6'-0" b 5'-9" b 5-6" b 3"x 2"x 0.045" 7'-9" d T-5" d T-1" d 6'-10" d 6'-7" b 6'-4" b 5'-11" b 2"x 3"x 0.045" 9'-4" b 8'-9" b 8'-3" b T-10" b T-5" b 7'-2" b 6'-9" b 2"x 4"x 0.050" 10'-3" b 9'-7" b 9'-0" b 8'-7" b 8'-2" b 7'-10" b 7'-5" b Snap Sections Allowable Heights'H'I bending'b'or deflection'd' 2"x 2"x 0.044" 7'-6" d 7'-2" dj 6-11" di 6'-8" b 1 64" b 6' 1" b 5'-9" b B.Sections As Horizontals Fastened To Posts Through Side Into Screw Bosses Tributary Load Width'W' Hollow Sections 3'-6' 1 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 6'-8" Allowable Heights'H't bending'b'or deflection'd' 2"x 2"x 0.044" 7'-9" b 7'-3" b 6'-10" b 6'-6" b 6'-2" b 5'-11" b 5-7" b 2"x 2"x 0.055" 8'-5" b 7'-11" b 7'-5" b 7'-1" b 6'-9" b 6'-5" b 6'-1" b 3"x 2"x 0.045" 9'-3" b 8'-8" b 8'-2 b 7'-9" b 7'-5" b 7'-1" b 6'-8" b 2"x 3"x 0.045" 10'-5" b 9'-9" b 9'-2" b 8'-9" b 8'4" b 7'-11" b 7'-7" b 2"x 4"x 0.050" 11'-6" b 10'-9" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-4" b Snap Sections Allowable Heights'H'/bending'b'or defiection'd' 2"x 2"x 0.044" 9'-2" b 1 8'-7" b 1 8'-1" b 1 7'-8" In 1 7'-4" b 1 7'-0" b 6-8" b For allowable heights at wind velocities other than 120 MPH,see conversion table 1A on the specifications for tables page at the beginning of this section and example below. Notes: 1.Thicknesses shown are"nominal"industry standard tolerances. No wall thickness shall be less than 0.040". 2. Using screen panel width'W'select girt lengths. 3. Site specific engineering required for pool enclosures over 20'in mean roof height. 4. Span is to be measured from center of beam and upright connection to fascia or wall connection. 5. Chair rails of 2"x 2"x 0.044"min.and set @ 36"in height can be considered as residential guardrails provided they are attached with min.(3)#10 x 1-1/2"S.M.S.into the screw bosses and do not exceed 8'-0"in span. 6. Girt spacing shall not exceed 6'-8". 7. Spans may be interpolated. IF HEIGHTS FOR'C'EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED, SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)7674774 FAX: (386)767.6556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 1-59 D M .a M I- cn Table 1.5 Allowable Spans for Miscellaneous Framing Beams as Supporting Screen Roof Frame Members M o for Areas with Wind Loads up to 150 M.P.H. and Latitudes Below 30°-30'-00" North (Jacksonville, FL) 0 < D Aluminum Alloy 6063 T-6 n O mCD Tributary Load Width Z om Single Self-Mating Beams 10'-0" 14'-0" 18'-0" 22'-0" 26'-0' 30'-0" 34'-0" 38'-0" 42'-0" 46'-0" 50'-0" 54'-0" MN m W Allowable Span V/bendin 'b'or deflection'd' Z.0 v _ ? 2"x 4"x 0.044"x 0.100" 10'-11"b 9'-3" b 8'-2" b 7'-5" b 6'-9" b 6'-4" b 5'-11" b 5'-7" b 5'4" b 5'-1" b 4'-11" b 4'-9" b i < o o � 2"x 5"x 0.050"x 0.100" 13'-7" b 11'-5" b 10'-1" b 9'-2" b 8'-5" b 7'-10" b 7'-4" b 6'-11" b 6'-7" b 6'-4" b 6'-1" b 5'-10" b C) "'c m = M 0 2"x 6"x 0.050"x 0.120" 15'-8" b 13'-3" b 11'-8" b 10'-7" b 9'-9" b 9'-1" b 8'-6" b 8'-0" b 7'-8" b 7'-4" b 7'-0" b 6'-9" b 1 V^ � o ' 2"x 7"x 0.055"x 0.120" 17'-8" b 14'-11"b 13'-2" b 11'-11"b 10'-11"b 10'-2" b 9'-7" b 9'-1" b 8'-7" b 8'-3" b 7'-11" b 7'-7" b M -4 -j m m 2"x 7"x 0.055"w/insert 23'-6" b 19'-10"b 17'-6" b 15'-10"b 14'-7" b 13'-7" b 12'-9" b 12'-0" b 11'-5" b 10'-11" b 10'-6" b 10'-1" b o j o c) m2"x 8"x 0.072"x 0.224" 22'-10"b 19'-3" b 16'-11"b 15'-4" b 14'-2" b 13'-2" b 12'•d" b 11'-8" b 11'-1" b 10'-8" b 10'-2" b 9'-10" b m2 2"x 9"x 0.072"x 0.224" 24'-9" b 20%11"b 18'-5" b 16'-8" b 15'4" b 14'-3" b 13'-5" b 12'-8" b 12'-1" b 11'-6" b 11'-1" b 10%8" b i W r 2"x 9"x 0.082"x 0.306" 27'-1" b 22'-11"b 20'-3" b 18'-3" b 16-10"b 15'-8" b 14'-9" b 13'-11"b 13'-3" b 12'-8" b 12'-2" b 11'-8" b = N z 12"x 10"x 0.092"x 0.369" 32'-7" b 27'-7" b 24'4" b 21'-11"b 20'-3" b 18'-10"b 17'-8" b 16-9" b 15'-11"b 15'-2" b 14'-7" b 14'-0" b o M +D1 Tributary Load Width o CD A - Double Self-Mating Beams 10'-0" 1 14'-0" 1 18'-0" 22'-0" 1 26'-0" 1 30'-0" 1 34'-0" 1 38'-0" 1 42'-0" 1 46'-0" 1 50'-0" 54'-0" z D 'A' Allowable Span V/bending'b'or deflection'd' (n 2"x 8"x 0.072"x 0.224" 32'-3" b 27'-3" b 24'-0" b 21'-9" b 19'-11"b 18'-7" b 17'-6" b 16'-6" b 15'-9" b 15'-0" b 14'-5" b 13'-10" b 2"x 9"x 0.072"x 0.224" 34'-11"b 29'-6" b 26'-1" b 23'-7" b 21'-8" b 20'-2" b 18'-11"b 17'-11"b 17'-1" b 16'-4" b 15'-8" b 15'-0" b rll 0 2"x 9"x 0.082"x 0.306" 38'-4" b 32'-5" b 28'-7" b 25'-10"b 23'-9" b 22'-2" b 20'-10"b 19'-8" b 18'-9" b 17'-11" b 17'-2" b 16'-6" b R1 2"x 10"x 0.092"x 0.369" 46'-1" b 38'-11"b 34'-4" b 31'-1" b 28'-7" b 26-7" b 25'-0" b 23'-8" b 22'-6" b 21'-6" b 20'-7" b 19'-10"b M x Double Self-Mating Beams Tributary Load Width ry with 2 x 4 SMB added Z Z to Top or Bottom 10'-0" 14'-0" 18'-0" 22'-0" 1 26'-0" 1 30'-0" 1 34'-0" 1 38'-0" 1 42'-0" 46'-0" 50'-0" 54'-0" 0 MPerpendicular to Webs) Allowable Span V/bending'b'or deflection'd' r- 2"x 8"x 0.072"x 0.224" 34'-11"b 29'-6" b :26'-0" b 23'-6" b 21'-8" b 20'-2" b 18'-11"b 17'-11"b 17'-0" b 16'-3" b 15'-7" b 15'-0" b 0 Cn 0 2"x 9"x 0.072"x 0.224" 37'-9" b 31'-11"b 28'-2" b 25'-6" b 23'-5" b 21'-10"b 20'-6" b 19'-5" b 18'-5" b 17'-7" b 16'-11"b 16'-3" b C 0 2"x 9"x 0.082"x 0.306" 40'-6" b 34'-3" b 30'-3" b 27'-4" b 25'-2" b 23'-5" b 21'-11"b 20'-9" b 19'-9" b 18'-11" b 18'-2" b 17'-5" b 2"x 10"x 0.092"x 0.369" 47'-11"b 40'-6" b 35'-9" b 32'-4" b 29'-9" b 27'-8" b 25'-11"b 24'-7" b 23'-5" b 22'4" b 21'-5" b 20'-8" b M g Notes: z1. It is recommended that the engineer be consulted on any carrier beam that spans more than 55' M 2. Spans are based on 150 M.P.H.wind load plus dead load for framing. m 3. Span is measured from center of connection to fascia or wall connection. m 4. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam Z spans. 5. Spans may be interpolated. Example: rn The Maximum'L'for a 2"x 4"x 0.044"x 0.100"Single Self-Mating Beam with Tributary Load Width=22'-0"Is 7'-5" i, SCREENED ENCLOSURES SECTION 1 Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams to Wall Uprights or Beam Splicing Beam Upright Minimum Purlin,Girt Deck Notes Minimum Number of Screws' Beam Stitching Size Size &Knee Brace Size- Anchors #8 x'A" #10 x'/:" #12x'/." Screw @ 24"O.C. 2"x 3" 2"x 3" 2"x 2"x 0.044" 2 Full Lap 6 4 4 - 2"x 4" 2"x 3" 2"x 2"x 0.044" 2 Full Lap 8 6 4 #8 2"x 4" 2"x 4" 2"x 2"x 0.044" 2 Full Lao 8 6 4 #10 2"x 5" 1 2"x 3" 2"x 2"x 0.044" 2 Full Lap 8 6 4 1 #8 2"x 6" 2"x 3" 2"x 2"x 0.044" 4 Full Lap 10 8 6 #10 2"x 6" 2"x 4" 2"x 2"x 0.044" 4 Partial La 10 8 6 #10 2"x 7" 2"x 4" 2"x 2"x 0.044" 4 Partial La 14 12 10 #12 2"x 8" 2"x 5" 2"x 3"x 0.044" 6 Partial La 16 14 12 #14 2"x 9" 2"x 6" 2"x 3"x 0.045" 6 Partial Lap 1 18 16 14 #14 2"x 9"•• 2"x 7" 2"x 4"x 0.050" 8 Partial Lap 1 20 18 1 16 #14 2"x 10" 2"x 8" 2"x 4"x 0.050" 10 Partial Lap 1 20 18 1 16 #14 Screw Size Minimum Distance and Spacing of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness #8 5/16" 5/8" 2"x 7"x 0.055"x 0.120" 1/16"=0.063" #10 3/8" 3/4" 2"x 8"x 0.072"x 0.224" 1/8"=0.125" #12 1/2" 1" 2"x 9"x 0.072"x 0.224" 1/8"=0.125" #14 or 1/4" 3/4" 1-1/2" 2"x 9"x 0.082"x 0..306" 1/8"=0.125" 5/16" 7/8" 1-3/4" 2"x 10"x 0.092"x 0.369" 1/4"=0.25" 3/8" 1" 2" Refers to each side of the connection of the beam and upright and each side of splice connection. '*0.082"wall thickness,0.310"flange thickness Note: 1.Connection of 2"x 6" to 2"x 3"shall use a full lap cut or 1/16"gusset plate. 2.All gusset plates shall be a minimum of 5052 H-32 Alloy or have a minimum yield strength of 23 ksi. 3.For beam splice connections the number of screws shown is the total for each splice with 1/2 the screws on each side of the cut. 4.The number of screws is based on the maximum allowable moment of the beam. 5.The number of deck anchors is based on RAWL R Tapper allowable load data for 2,500 psi concrete and/or equal anchors may be used.The number shown is the total use 1/2 per side. 6. Hollow splice connections can be made provided the connection is approved by the engineer. 7. If a larger than minimum upright is used the number of screws is the same for each splice with 1/2 the screws on each side of the cut. 8. All beam to upright connections for 2"x 7"beams or larger shall have an internal or external gusset plates.Gusset plates are required for mansard or gable splice connections. 9.For gusset plate connections 2"x 9"beams or larger use 3/4"long screws. 10. The side wall upright shall have a minimum beam size as shown above,ie.,a 2"x 4"upright shall have a 2"x 3"beam. 11.Connect beam to upright w/H-bar,gusset plate,or angle clips for each splice with 1/2 the screws on each side of the cut. 12.For girt size use upright size(i.e.2"x 6"). Read the 2"x 6"beam row for min.girt of 2"x 2"x 0.044". Table 1.7 Minimum Size Screen Enclosure Knee Braces and Anchoring Required Aluminum 6063 T-6 Brace Length Extrusion Anchoring System 0'-2'-0" 2"x 2"x 0.044" 2"H-Channel With 3 #10 x 1/2"EACH SIDE To 3'-0" 2"x 3"x 0.045" 2"H-Channel With 3 #10 x 1/2"EACH SIDE To 4'-0" 2"x 4"x 0.044"x 0.12" 2"H-Channel With(4)3/4"long screws (size to be determined by beam size,see table 9.6) (See Table 1.6 For Number And Size Of Screws) Note: 1. For required knee braces greater than 4'-6"contact engineer for specifications and details. 2. Cantilever beam detail shown on page 1-32 shall be used for host structure attachment when knee brace length exceeds 4'-6". Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)767-4774 FAX: (386)767-6556 © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 1-61 SECTION 1 SCREENED ENCLOSURES I Table 1.10 Allowable Spans for 5" Super Gutter and Self Mating Beam Screened Enclosure One Side/ Solid Roof Other Side Aluminum Alloy 6063 T-6 For Areas with Wind Loads 150 M.P.H.or Less and Latitudes Below 30"-30'-00"North 1/2 Screen Roof Beam Span 10'-0" 12'-0" 14'-0' 16'-0' 18 20'-0" 22'-0" Beams And 112 Solid Roof Beam Span 5"Super Gutters 5'-0" 5'-0" 5'-0" 5'-0" 5'-0"013'- 5'-0" 2"x 6"x 0.050"x 0.120" 11'-4" b 10'-11" b 10'-7" b 10'-3" b 9'-11" b 9'-6" b 2"x 7"x 0.055"x 0.120" 12'-1" b 11'-8" b 11'-4" b 10'-11" b 10'-8" b 10'-1" b 2"x 7"x 0.055" w/insert 15'-3" b 14'-8" b 14'-3" b 13'-10" b 13'-5" b 12'-9" b 2"x 8"x 0.072"x 0.224" 14'-10" b 14'-4" b 13'-10" b 13'-5" b 13'-1" b 12'-5" b 2"x 9"x 0.072"x 0.224" 15'-11" b 15'-5" b 14'-11" b 14'-6" b 14'-1" b 13'-4" b 2"x 9"x 0.082"x 0.306" 17'-4" b 16'-9" b 16'-2" b 15'-9" b 15-3" b 14'-6" b 2"x 10"x 0.092"x 0.369" 20'-7" b 19'-11" b 1 19'-3" b 1 18'-8" b 18'-2" b 1 17'-8" b 17'-3" b Notes: 1. If the solid panel is greater or less than 10'-0",then the 1/2 the allowable screen roof beam span shall be adjusted by the factor of+/-2 x 1/2(the solid roof panel span difference between the actual and 10'-0"). The adjustment to the allowable screen roof panel width is applied as a plus if the solid roof panel is larger than 10'-0"and minus if the solid roof panel is smaller than 10'-0". 2. For span of"L"of beam;use screen panel width"W"from drawing. 3. Load span=1/2 of screen beam length+1/2 of solid roof span. 4. Spans are based on a minimum of 10#/Sq. Ft.for screen and up to a 150 M.P.H.wind load for solid roof portion. 5. Spans may be interpolated. 6. For minimum beam to upright sizes use Table 2.3. Table 1.11 K-Bracing Fastening Schedule Number of#10 x 3/4"S.M.S.Required Maximum Corner Post Diagonals(K) Intermediate Corner Post Plate to Wail Width= @ Top per End Post @ Chair Rail @ Bottom Sole Plate 20'-0" 2 2 4 2 2 30'-0" 2 2 4 2 2 40'-0" 3 4 6 2 2 50'-0" 4 5 8 3 3 60'-0" 6 1 7 12 1 3 1 3 Note: Maximum front wall height =10'-0" Use front wall width when determining number of s.m.s.for the side wall K-bracing. Use side wall width when determining number of s.m.s.for the front and/or back wall K-bracing. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE: (386)767-4774 FAX: (386)767.6556 PAGE © COPYRIGHT 2004 1-64 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. MAN �MLIWINV bUUNUAK T JUR VC I yr LOT 27. SELVA LINKSIOE vmT 1. AS RECORDED IN PIAT BOOK as, PAr.ES i N ) 5A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO MARY)ANE T'ONKIN NORTHSTAR FUNDING CORP. �--�� STEWART'I1TLE GUARANTY COMPANY RICHARD T MOREMAD,P A LINKSIDE COURT EAST (50 0• RIGHT OF WAY)j S 06'18.00'• E 29.69' (PLAT) �• S 46 '53• E 6.3 ` pl • F► 1 ramo �1t'aoN Pw�c 29.76 ('17MEASURED)raumD �n• st- nn 4i y9eG��` ��e�J� sTMVW •C�u u rm' sT Vs Av FOUND 1n' IRON PIPE s,wfco 'CROASCoi Le +tsY "My or CGIpovo cwvc 8 a � a 1 R •.1 o TWO STORY o n N v STUCCO do FRAME iv Q7 t POSTED # 1194 j •s . 4 N to• (EAVES NOT SHOWN) .•• °' - a P ►�• w r at.o 9 •C (r t so go ^ �• g o I) LOT 27 ¢ •r 9• i All � to 220 U.• �•+..� P01T Os T rolow 1/2• MIEN 97 *000Aa0E11. 1 tQ"- N lh V 0.1 r _ m N Ny Mau 'QOt�l V Ito' a/ r�so /I• om PK Z °D N 06'0122' W nAMPcn s Ito Z n 65.00' (MEASURED) x N 06.18'00" W LOT 28 65.00' (PLAT) '_LvENC) ►+ RADIUS — e_. FENCE -- — —- ,.Ewct*. a CONCRETE M0 VES. I BEARINGS ARE BASED ON THE PLAT SEARING OF S 8342'00' W ALONG THE KE VtSt:;y`, SWrKENLY BOUNDMI SINE OF SUBJECT PARCEL. oDE SCRIP* i 8r GRAPwsC PLOTTING TH ONLY E CJWT)ONED LANDS LIE W7MM FLOOD ZONE x A$ 5"0 i NATIONAL FLOOD INSURANCE 1AAP DATED APRIL 17. 1969, COMMUNITY NUMBER 120075, PANEL 000 ►�0 NE DATE 3 TMS SURVEY REFLECTS ALL EASEMENTS II RIGHTS OF WAY AS PER RECORDED PIAT k/OR TITLE COMMIN NT .✓43 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028371 Date 6/23/04 Property Address . . . . . . 1194 E LINKSIDE CT Tenant nbr, name . . . . . . 6000 GALLON POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 29385 Owner Contractor ---------- ------- ------- ------------------------ ROYS, MARY JANE SWIMCRAFT POOLS 1194 E. LINKSIDE CT 1992 KINGSLEY AVENUE ATLANTIC BEACH FL 32233 ORANGE PARK FL 32065 (904) 272-7946 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc POOL WIRING Sub Contractor DAVID PRUETTES ELECTRICAL SVC. Permit Fee . . . . 75 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 75 . 00 75 . 00 . 00 . 00 ff;^ PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODE BUILDING OFFICIAL CITY OF ATLANTIC BEACH �r ELECTRICAL PERMIT APPLICATION Date: a, 04, Property Address: 119 L-A Li t kSi d e LOL.f! Owner: PaCj S Mat-i-1 _J-anp Telephone#: 0(q9=`f j Contractor:�CLLI i c� 25 &C tCa-1 SVCS Telephone#: c(O� Contractor Address: ParKrl Cf A-ue Fax#:�, cLglsaC)g 3'� U In consideration of permit given for doiq the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Bung Type: Li Trailer Service: If other construction is ❑ w it Residence Cl Temp. ❑ New being done on this building Or site,list the building Old ❑ Commercial ❑ Signs ❑ Increase Derma LlRe-wire ❑ Addition Sq.Ft. Conductor Size: AMPS: COPPER ALUMINW Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service2 RACE Size AMPS (SCG PH ( W J VOLT a q WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches Q30 I AMPR 11100 Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER i H.P. PHS , (7 UNDE 600V R600V Transformers NO. KVA NO. KVA No.Neon_Transf. -F,a,_Sign Miscellaneous 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone:(964)247-5800. Fax: (904)247-5845. http://www.ci.adantic-beach.lLus e-ty of Atlantic Beach REPRINT * CUSTOMER RECEIPT Deer: DSMITH Type: QC Drawer: 1 Date: 6/23/04 01 Receipt no: 66390 Description Quantity Amount 2W 28371 BP BUILDING PERMITS 1.00 $75.00 Tender detail CK CHECKS 9578 $75.00 Total tendered $75.00 Total payment $75.00 Trans date: 6/23/04 Time: 14:21:17 PREPARED 5/18/04 , 16 : 52 : 55 PAYMENTS DUE RECEIPT CITY CF ATLANTIC BEACH PROGRAM BP820L ------- -------------------------------------------------------------------- APPLICATION NUMBER: 04-00028195 1194 E LINKSIDE CT FEE DESCRIPTION AMOUNT DUE --------------------------------------------------------------------------- RE-INSPECTION FEE 35 . 00 TOTAL DUE 35 . 00 � � "XII n^� F Please presen thi crecei t-- to t�a,t, cashier with full payment . s. P� LANT'C v _ p�LANl'c CIS FlOR10P i OF lire 0 imsm JOB ADORESS OAYE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted $e.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m.to 5:00 BLDG p.m. Monday through Friday, GSD�>r�t� <5C �r� �5 C t e e.`►�c}i J ci©tN G,4 M-4.Q-4 td©C z-,* cbf PERMIT WORKSHEET Certificate of Occupancy Job Address: �� Type Work: ' Seo�H� Lt Property Owner: -Q0 5 ' H "k" I � Phone # Z3„7- 03-3 Contractor: \..J Phone # I�Ac�4PdzT� 2� trd�S Z?8- Soto Permit#: pL4 - ,Z90(r,-z Date Issued: 9 _ Building Inspections: Footing Slab Tie Beam Lintel Nailing / Sheathing Framing / Cover Up Insulation Final Building o-- E:- Tree Permit# YES NO Electrical Permit# Date/ Copy to JEA Temp, Pole Permit# Date/ Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit# Inspections: Rough Final —� Plumbing Permit# Inspections: Rough / Underslab Topout Water/Sewer Final Drainage Inspection: Pool Permit# 1,9//-aM Inspections 11 i7 D Steel Final Grounding Final Roofing Permit# Inspections: Nailing /Sheathing Final Fire Inspection: Failed Inspections: Date Paid: ,- Date Paid: x , iN CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 �Jitl � Application Number . . . . . 04-00028371 Date 6/14/04 Property Address . . . . . . 1194 E LINKSIDE CT Tenant nbr, name . . . . . . 6000 GALLON POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 29385 Owner Contractor ------------------------ ------------------------ ROYS, MARY JANE SWIMCRAFT POOLS 1194 E. LINKSIDE CT 1992 KINGSLEY AVENUE ATLANTIC BEACH FL 32233 ORANGE PARK FL 32065 (904) 272-7946 --- ------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 180 . 00 Plan Check Fee 90 . 00 Issue Date . . . . Valuation . . . . 29385 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 180 . 00 180 . 00 . 00 . 00 Plan Check Total 90 . 00 90 . 00 . 00 . 00 Grand Total 270 . 00 270 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL (antic Reach City of CE,IPT *** Ct I R fie. T Drawer., 1 Typ4Per''s �j1# �1 452 Receipt no. Pt4 Date'a Quantity ot Oescr 4 2631, IN6 MmI78 ;270.0 � R1lI 1.00 1 �er detail 2145%1 � � ers fatalanY*ent Zotal SS12';2777R00...0 E 0 6114104 11se: 14:34:81 'Cram date �i+ 5ff CITY OF ATLANTIC BEACHy� Fora BUILDING / ZONING DEPARTMENT L. Higgins 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 (904)247-5800 J,3. (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 0(A `A,33 Property Address: Applicant; Project: J-- This "This permit application has been: �Approved F--1 Reviewed and the following items need attention: Please re-submit yourap lication wh n these items have been completed. Reviewed By: tt Gl1/lrt- Date: 45Ul� POOLS 15 ft. CPC056950 - 10 ft. lot C13 ft. 23 ft.2 in. n i u A' Y k 4 ft.5 in. u a w re mo e. k btu propane htr., blower&bubble fountain 8ft (glass block w/marble spillway available Q n/c) O C Cool Pool: 10'x18', T-5'deep, 128 sq. ft./46 linear ft. Deck: 496 sq. ft. acrylic finish SCALE: IN"a 11 5 MIM. RETURN PHONE# G I C,'.�YLQ NOTICE OF COMMNCEMENT (Prepare in Duplicate) To Whom It May Concern:: Book 11804 Page 94 The undersigned hereby informs you that improvements will be made to certain real property and in accordance with Section 713.13 of the Flodda Statues, the following information is stated in this NOTICE OF COMMENCEMENT. De cription of property: -D 8Q7 3elon. General description of improvements: Owner: AA d) QMXV� Address: CCce./u-t., I --HP & G t3e-0-6' _ Owner's interest in site of.the improvement: Fec Si'mDle Fee Simple Title Holder (if other than owner): lj7,etff �rinoQ� Name: Address: Contractor: Swimcraft Pools, Inc., CPCO56950 / CPCO56951 Address: 1992 Kingsley Avenue, Orange Park, FL 32073 Surety (if any): Address: Name of person within the State of Florida designated by owner upon whom notices or other documents may be served: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.00 (2) (b), Florida Statutes. (Fill in at Owner's option). Name: Address: This space for recorder's use only 1_ ,� t s s £ ~.max ✓� :.� �^.'�`; �. s POOLS 15 ft. � loft. Mary Jane Roys � . 1194 Linkside Ct.East m Atlantic Beach,FI 237.0353 10 ft. 23 ft.2 in. Screen enclosure: 23x33'w/(2) doors . �x ix . C7 41Z , -- - Ak 01 Step up deck N 4ft.5in. � Spa: 6' automated w/remote. 400k btu OO propane htr., blower& bubble fountain 6 ft (glass block w/marble spillway available @ n/c) LOC 17 lin. Cool Pool: 10'x18', 3'-5'deep, 128 sq. ft./46 linear ft. Deck: 496 sq. ft. acrylic finish SCALE: 1/8"=T Screen enclosure, alarms, locks and/or barrier to meet safety code 40 by others. POOLS loft. CP C 3 ft. Mary Jane Roys 1194 Linkside Ct.East Atlantic Beach,FI 237.0353 w 5 ft. 0 0 1.5" Sch 40 PVC VENTED TO ATMOSPHERE 2" SCH 40 PVC Pipe from Filter 24 00 2"SCH 40 PVC To Pump Size: 10'x 18' Depth: V to 5' Coping: Overpour Light: Fiber Optic Filter: DE Pump: 2hp Pool Coating: Plaster Deck type: Acrylic Area: 496 sq ft PA SUCTION DETAIL Patio area: NA Deck risers: NA Drain: PVC Footing: 8"bell 2" SCH 40 PVC to PUMP Heater: 400K BTU Propane Options: Aquarite Vacuum Break to Atmosphere Spa Type: gunite Size: 6 ft. } Jets: 4 Light: Fiber Optic Spa suction from main d 011 Options: NA and side pickups ZA Gallonage: 6,000 l GPM: 80 ��r Turnover Rate: 1.25 hours • POOLS CPC056950 I Mary Jane Roys 1194 Linkside Ct.East Atlantic Beach,FI 237.0353 #3REBAR 12"o/c each way 5 ft. deep -- t u 3 ft. deep 00 Size: 10'x 18' Depth: T to 5' Coping: Overpour Light: Fiber Optic Filter: DE Pump: 2hp Pool Coating: Piaster Deck type: Acrylic Area: 496 sq ft { Patio area: NA Deck risers: NA } Drain: PVC Footing: 8"bell Heater: 400K BTU Propane Options:Aquarite Spa Type: gunite Size: 6 ft. Jets: 4 Light: Fiber Optic Options: NA Gallonage: 6,000 ] �+ f GPM: 80 / 1, 1 Turnover Rate: 1.25 hours t THI6 SAFETY VAC11J'1 REliEr 6Y6TEN 16 A APPROVED SUNNING POOL 4 SPA NON-rECAA"CAL%"T 6Y6TE M TWAT WILL LMT THE 0� TRA 45M661C.N OF SUCTION AT TWE OUTLET To A r1AxR1,N OF As ssaf6 OF NEIRGT)aY. ' DUAL MAIN DRAIN AT'105PHERIC VENT (SVR5) 2. TWIe 6Y6TT31 16 A pACl4)P TO PPOVIDE 6UCfIGN NATIONAL CONFLIANT WITH SECTION 4242.6.6, FLORIDA BUILDING RELIEF DNol4-D ENTRAPf"E317 OCCUR ALL PV'EB A)1V WA&TOOL FITT W-6 r-WT ME INSTA"CP IN COWOF41A GE wrrW t"sTn VTL PBC PooL PU1'%5 - ® CODE FOR RESIDENTIAL APPLICATIONS. 3. FOOL AND SPA 6UGT"IP4_ET6 WALL BE PROVIDED WT14 A DOVER TWAT C011MFE6 WTW AN61"V Al ABM ENTRAPMENT AVOIDANCE 4. TME%eLoCfTY ON TWE eucTloN WDE OF TME VENT PIPE ANALYSIS-MAXIMUM LENGTH civ4a rich 6TSTEN 6NALL NOT E>*:ZW 6D((6)W& 5. TFE vtNT I-M LEW.TW MM NOT IEM�MD TWE TOTAL LEWTW CF Tim MAN DRAN LIE. PIPE 51ZES AVARAGE VELOCITY VENT PIPE MAXIMUM c. veT of-s+-AS ru6T eE COVERM WTW uW NEW INCHES FLOW C;PM FT. PER SEC. SIZE LENGTH FT_ 6cR9N To P14EvtNT MECT6,P6Cftl6 cOI L.FCrIGx Aro eACTEMA- 26 60 5.14 1 1/2" 32 l LAex3.v£Nfl POCIL 6Af£TY PEVEC.E-Do NOT 21115 1 1 1/2" 4 fes£ 21/26 100 6:1 11/2, 54 2 V2` 110 l3l 1 1/2` 60 (7)90• BENDS " 135 5D6 1 1/7" 13 OR A TEE 36 145 6215 1 1/2" 19 L 9 36 115 l59 1 112" 95 4" 325 8.19 11/2" Ill e w 1 y)•varrL� > This analgsis Is based upon mak"Inin!q the length of pipe below the oparat" level of this pool, 1)9m BEND vertical and horizontal,to vacate within 3 seconds based on the size of the pump and this average flow rata.Due to the hjdreulic gradient cawed by the pump and pip",the vent line should be located as close to the tea at the dual main drain,as possible with a mnxhsum distance of 126. MAIN DRAM This document Is the intelIcW-Wal property of HGE and cannot be: reproduced in Whole or part without the expressed written approval or HCC This document 16 not valid wlthnut the seal of ii• John t-L Carroll Jr.F.E. +rood � L r K DRAIN I Lrf'VS10 Lmg CUURTEeY OF; TEAM HORNER ti 5AFET-ryACUUM RELEA5E 5Y5TEM (5vR5) KORNER CONSULTING ENGINECRS.INC E606a4• /NONE NO: (964) 772-49L0 "TA flAl'Al JR PE- 8760 E0760 FOWL'ffLINC ROAD. FT. LAAAEAOAL� FL. 33309 rA)t NO: (964) 772-0940 •br cff0ttAea5 FLORIDA POOL & SPA ASSOCIATION (I'lotlda National Spa & Pool Institute l�.c twc Builders List as of February 8th, 2002 MEMBER NO. COMPANY NAME 071073 Advantage Pools 061205 All Around Pool Designs, Inc. 203283 -Aqua Vista Custom Pools & Spas 001696 A ua ool of Jacksonville, Inc. 179897 Bullard Pools, Inc. 061010 Crystal Pools & S as Inc. 209632 Custom Pool& Landscape, Inc. 070309 -Eagle Pools Inc. 001492 Florida Bonded Master Pools Inc. 203320 Gilrie Pools 195124 H & H of Jacksonville Inc. 183618 Majestic Pools of Orange Park Inc. 003010 Martin Pools & Spas 203286 Parker Pools Inc. 005294 Pelican Pools Inc. 041866 Pools by John Clarkson, Inc. 001494 Portofino Pools 198151 Reflections Pools 044230 Stanley Pools, Inc. 001500 Surfsid Pools * Sas * Service 008290 Swimcraft Pools 209615 Swimming Pool S ecialist Inc. 003009 The Batts Company, Inc. 258 liongsberg (load, Port Charlotte, Fl_ 33952 NATIONAL TO (94 1) 761-6774 • Toll Free (81111) 569-N`1111 • Toll Free Fax (800) 2 79-17 29 SPA$POOL Email: ns pillorida(a)usa.net INSTITUTE W,/30/2004 18:42 8662389476 TONKIN PAGE 02 , MAP SHOWING BOUNDARY SURVEY OF LOT 27, SELVA UNKSWE UNIT 1, AS RECORDED IN PLAT BOOK 44, PAGES 23 & 23A, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CER'nPIBD TO: MARY JANE TONKIN NORTHSTAR FUNDING CORP. STEWART TITLE GUARANTY COMPANY RICHARD T.MOREHBAD,P.A• LINKSIDE COURT EAST (50.0' RIGNT OF WAY) S 0618'00" E *{� 29.69' (PLAT) s hr5r E R @- X010 1 Tarte,/z•r�ai Iwc 29.76�(MEASURED)roulo ,fr Ra rwc STAB® c+eoAscu t�120' ti . wrMaft'logo n VM w4m Its rye• d r •t a0, bdivision s / f"Uhmow but do"11101 Mule vara 1n' IRON rlrc CecnpNclnoe STAMPED •CAOAiOEi► Is 1za' / •. ' fid IF w*coo ow d odd o. eriwt e g@ph be b�r POINT or cowrouNa ` j � Beach B 1 ' uil tai Ii pllor>w IM leoce�0e M• IR TWO STORY (Y ._ STUCCO do FRAME N g k M 3 .� POSTED # 1194 o a aD W 4 1 1f (EAVU NOT SHOWN) N) _ •• LOT 26 CL P .l—Z. o.r zo Y (� •ti e,. 3 Z tn`, •� o ?I �$,ad v t () V) I I .Dec(G '�- AO+Tt.Lb be— ('r'mo o e. W.. raNT of TANGENCY 1/3*waw M t= ST •CROASOEIL LA 12 • N v y X ! ao sV wnm•CctoAsML u IW W IRM FM vouua /a' ncaN rrE m fr a011� N 06 01'22" W +�o• JLr� -� Z Z 85.00' (MEASURED) " N 0818'00" W I LOT 28 �c�� 60.00' (PLAT) Screen enclosure, alarms,locks and/or barrier to meet safety code AQW10 Wit by others. LEGEND: ' R - RADIUS —x— s FENCE L a I-ENGTM Q CONCRETE MOTS- REVISIONS 1. BEARINGS ARE BASED ON THE PLAT BEARING OF S 83'42'00' W ALONG THE SOUTHERLY BOUNDARY LINE OF SUBJECT PARCEL. „ DATE OESCRIPTI : V POOLS 15 rft. C6950 L loft. Mary Jane Roys 1194 Linkside Ct.East o Atlantic Beach,FI ' 237.0353 10 ft t 23 ft.2 in. x aft. Screen enclosure: 23'x33'w/(2) 00 � �+ k doors = C � m 0 0 i,•` V C l0 2 v Step up deck co O ft.7 in. O ' Cool Pool: 10'x18', 3'-5' — 6 ft. eep, ' 128 sq. ft./46 linear ft. DD O c o LO 'tea ayrdk�f � ? 17 ft 7 in. Spa: 6' automated w/remote. 4 Ok btu - - propane Mr., blower& bubble f untain Deck: ,44gg6I ?,R O ED (glass block w/marble spillway availab e @ n/� Gff, j, i LAN C BEACH Y 1 � - c) acrylic finis FFICE ` JUN 14 200 G Ja SCALE: 1/8"=1' By: loft, • POOLS CPCO56950 90 m Mary Jane Roys o 1.5" Sch 40 PVC VENTE 1194 Linkside Ct.East o TO ATMOSPHERE Atlantic Beach,FI 237.0353 2"SCH 40 PVC Pipe from Filter 2" SCH 40 PVC To Pump 00 Size: 10'X18' Depth: 3'to 5' Coping: Overpour Light: Fiber Optic Filter: DE Pump: 2hp Pool Coating: Plaster Deck type: Acrylic Area: 496 sq ft SPA SUCTION DETAIL Patio area: NA Deck risers: NA Drain: PVC Footing: 8"bell 2"SCH 40 PVC to PUMP Heater: 400K BTU Propane Options:Aquarite Vacuum Break to Atmosphere Spa Type: gunite Size: 6 ft. Jets: 4 Light: Fiber Optic Spa suction from main drain Options: NA and side pickups Gallonage: 6,000 GPM: 80 ` Turnover Rate: 1.25 hours IUNY.IN P E Lt" MAP SMOWNG BOUNDARY SURVEY OF LOT 27, SELVA LIWSIDE UNIT 1, AS RECORDED IN PLAT BOOK. 44, PAGES 23 23A; OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: MARY JANE TONKIN NORTHSTAR FUNDING CORP. I -�..� SnW4k,RT TITLE GUARANTY COMPANY RICHARD T. MOREHEAD,P A. LINKSIDE COURT EAST (50.0' RtGH1 OF WAY) I 1 • S 06'18'00" E P� 29.69' (PLAT) 'L 5ISURED)w FOUND 1/2' wDN HPE 29.76 (MEASURED) 1/2• IRON PIPE 0 sTMM 'CROAWCU tD 1120• 3TA{�EO td Vq FOUND 1/2' IRON PIPE .. $TAMPED 'CROASOCU 0 Iso' PON"of COMPOUND CURVE t rl el 3.41 I a 11 a I , v TWO STORY o I STUCCO do FRAMELS' CIA o I POSTED # 1194 .* p Q i n (EAVES NOT $HQVYN) j ' •' nT �E P of Q a N (A*C) r.7' 2 R 000 .. po o Imo!LOT 27 ti Nna aD L N I I ; rd +I . W POINT OF lANV01 .4' o g 5TA�•CRO�sa 120' 1 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028195 Date 5/06/04 Property Address . . . . . . 1194 E LINKSIDE CT Tenant nbr, name . . . . . . SCREEN ENCLOSURE Application description . . . SCREENED ENCLOSURE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1800 Owner Contractor --- --------------------- ------------------------ ROYS, MARY JANE BACKYARD CREATIONS INC 1194 E LINKSIDE CT 2728 LAKESHORE BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32210 (904) 237-0353 (904) 278-5010 ------------- ----------------- ----------------- ----------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1800 Fee summary Charged Paid Credited Due ----------------- ---------- --- ------- ---------- ---------- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 1 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ).,.. ( ' 1.,K,. BUILDING OFFICIAL City of Atlantic beach *** CUSTOMER RECEIPT *** Oiler: CKOMOREK Type: OC Draver: 1 Date: 5/06/84 01 Receipt no: 53795 Description Quantity Amount 2084 28195 BP BUILDING PERMITS 1.08 460.80 Tender detail CK CHECKS 9364 $60.08 Total tendered $60.00 Total oarment $60.88 Trans date: 5/06/84 Time: 12:46:27 Cc: CITY OF ATLANTIC BEACH D._FDrci-, J� f' BUILDING / ZONING DEPARTMENT ins S. Doerr s1 800 Seminole Road F : ? Atlantic Beach,Florida 32233 (904)247-5800 'N�SJ;3 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # C41 „Z�'l 5 Property Address: d P C.f C Applicant: )r;r k qrc r L"e`.G2 /C?h C Project: rices d efI (n Lcr This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: WI: Date: l , C17YOF,671A.N?C BEACH CITY OF ATLANTIC BEACH MOq4 ' BUILDING PERMIT APPLICATI J � i (ALTERATIONS/ADDITIONS) j Date-1-- Job at -Job Address: / / 7 Owner of Property: In Address: // q V b N KS!d'E( C%� Telephone: Z 3 7 - L�3 S 3 Legal Description: Block Number: Lot Number: Z 7 Zoning DistrictSj6�1_VA- L!`1lKS 1 D Contractor. Ic u ,A 1,1,,, c State License Number: CA G D.S 2--7 'Z Contractor Address: g-// MR k- Ph7Z_JL f'L 3 Z a 7 3 Telephone: '?D - 2-`7 9- S--D/ tC) Fax: 9'0Y - Z 7 — // c/ 0 Describe proposed use and work to be donq: 5G,-44-sC'i.OSy 2,4-- S cf 419:�F- -f- .S C.r2. W A-t-4-- S Present use of land or building(s): (ZFiS 1 D �C-+oS Valuation of proposed construction: ' What are the dimensions of the added space: 8 feet x 7- 1 feet Will the added area be heated and cooled? ncO New electrical or increase in service? N O Add plumbing fixtures? IV O Add fireplace? /yO Add heating/air conditioning? /V O Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. `A_r- c/f"/ Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? li� NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ZNO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/04 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. (y Signature of owner: Date: Z�' / I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as r uired. Signature of Contractor: Date: /0 y Address and contact information of person to receive all correspondence regarding this application (please print). Name: /< L--/N Mailing Address: at � DA� �"�— �� f � �Z -7 3 Telephone: 7 — .S'4 b Y FaxIOV—27 E-Mail: C.Ktit— AS TO OWNER: Sworn to and subscribed before me this ZZgb day of 4 2001+. State of Florida,County of Duval ,8„ Notary's Signature- ;�, Stanley R.Kline MYCOMMISSION f CC987476 EXPIRES December 19,2004 ❑ Personally known 'XIeoNDEnrtuurRssY>wait+t+ *�_Produced identification Type of identification prodced /Z Z-o —st D— so �i P I AS TO CONTRACTOR: Sworn to and subscribed before me this 2-Jr,� day of 20 d� State of Florida,County of Duval Notary's Signature,;__ IL �-= - 4M':?4�; Personally known Stanley R.Kline #: * MYCOMMISSION# CC987476 EXPIRES n q December 19,2004 BONDED THRU TROY FAIN INSURANCE,INC 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 •http://www.ei.atiantic-beach.fl.us Page 2 Revised 1/14/03 Cc: Sig=L11 CITY OF ATLANTIC BEACH (� BUILDING / ZONING DEPARTMENT 800 Seminole Road rr J * . Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # Property Address: _L 1cj q L lr-) ksr J e C1 F. Applicant: w k Lrr f- i C r-CCA r ch S Project: tSLr ��r�� This permit application has been: Approved Reviewed and the following items need attention: Please re-submit yo plication when these items have been completed. Reviewed By: Date: 1) �dy k �s r CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (ALTERATIONS/ADDITIONS) Date. �p_ r Job Address: / 7 L--/N K S Owner of Property: M/4'!2y E R D S Address: // q y L,!/V KS/40, Cid 4 Telephone: Z 3 7 - b 3 S-3 Legal Description: Block Number: Lot Number:�} 2-7Zoning DistrictSi6,1-VA L.1AIK5'1DA 1-3 Contractor. �`n„ � State License Number: G8 C 0 S: 7 Z--7 'Z. Contractor Address: 9_11 PN k- 1 -VL4— 09,41V 6-£.- RM/e � 3 Z© 73 Telephone: 'D t/' 2-`7 -- -S-D/ cC> Fax: °l D Y - 2.7 R- - / / L/ 0 Describe proposed use and work to be dong: 5C-444rJ 601y"_4_43S J R.,19 F- -,1- S c✓t. &V tet- s Present use of land or building(s): R-6s t D rz.4�cx_ Valuation of proposed construction: l p. % a CqD --- What What are the dimensions of the added space: feet x 2- 1 feet Will the added area be heated and cooled? 0mo0 New electrical or increase in service? /40 Add plumbing fixtures?_H Add fireplace? /✓0 Add heating/air conditioning? IV 0 Is approval of Homeowner's Association or other private entity required? C-- ' If yes, please submit with this application. (A' Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ZNO. Applicant certifies that no trees will be removed for this project. ❑YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us Page 1 Revised 1/04 4' In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information provided with this application is correct. Signature of owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided a/ruire Signature of Contractor: Date: " Address and contact information of person to receive all correspondence regarding this application (please print). Name: ��-/V /L L_//V Mailing Address: Sl / �/Q'IZIE'— ,QN6 , Oi@�'1� �-�— &7zi-e- 4t, Z e;,l "7 3 Telephone: Z.3 7 " -V 6 Y Fax:10V'-27�"'/'�rjf 11 E-Mail: G,f,�rit_• AS TO OWNER: Sworn to and subscribed before me this 2 Z- day of &PA L_ ,20k-lf. State of Florida,County of Duval 1 wm%; .,, Stanley R.Kline Notary's Signature Y PV MYCOMMISSION# CC987476 EXPIRES •. a' December 19,2004 ❑ Personally known BONDED THRU TVYFAM OVA CCINC Produced identification /� Type of identification pro ced 2 Z-ce —5-11D" Sz -S-060 � pt_ AS TO CONTRACTOR: Sworn to and subscribed before me this day of TTf �C l_ , 20 C) +. State of Florida,County of Duval Notary's Signature,_ IL .= ; `•'n - Stanley R.Kline Personally known s* s* MY COMMISSION# CC987476 EXPIRES n +` q= December 19,2004 Type of We BONDED THRU TROY FAIN INSURANCE,INC 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 CITY OF ATLANTIC BEACH POOL PERMIT APPLICATION Date: 131&5/©q Job Address: � Lt n k S A C C" �h1� Cal , 3 Owner: _ao r? Phone: 02119— 45� � Contractor: 5 T c Phone: 0-7,-) – 9Y(a Address: t / 40f. Fax: a 7D City : —State: Zip Code:3 DO 7 Valuation of Proposed Construction: Gallons: DD v *Impervious Surface Calculation: S. F, • Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rainwater, however, decking around a pool may be considered impervious depending upon materials used. Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Procedure: In order to expedite issuance of permits,please follow all steps and provide all information as aRgropriate. Incomplete applications may result in delay in issuance of permit. 1. Recent Survey 2. Two(2)complete sets of plans. One(1)copy must be a raised seal engineering drawing. 3. Recorded Notice of Commencement. 4. Tree Removal Application if trees are to be removed or relocated. Scheduled Inspections: Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following workday; please specify a.m. or p.m. inspection. When calling in an inspection please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: 1. Steel 2. Pool Electric 3. Final BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. A fee of$35.00 is charged for all re-inspections. 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845. http://www.ci.stiantic-beach.fl.us Revised 1/04 I hereby certify that all information provided with this application is correct. Signature of Owner: Date: �,�D� I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Date: AS TO OWNER: Sworn to and subscribed before me this day of Tµ State of Florida,County of Duval Notary's Signature: LU�!. Personally known a s PAMELA 0.TURNER :ter: MY COMMISSION It DD 026tx39 ,® Produced Identification EXPIRES:September 14,2005 . fl �" Bonded DullNotary public Underwriters Type of Identification Produced AS TO CONTRACTOR: Sworn to and subscribed before me this o`J day of Q,c./ ,20 Q. State of Florida,County of Duval Notary's Signature: —ILapet— Personally known ;Vii• PAMELA O.TURNER .= MY COMMISSION#DD 026099 a` September 14,2005 p Produced Identification � Rf;tti` ' Bonded Thru Notary EXPIRES:SePublic Underwriters Type of Identification Produced 800 Seminole Road.Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800. Fax: (904)247-5845. bttp://www.ci.atiantic-beach.fl.us RPvispi 1m4 I LU -47, �v � A4 � 2 h ON Z x/ w2 (VIN N K K t,y 10-0--J> "f45 W --1 �H-;W-Y2 Ltj+llu-y ? -LD PglS;ylV>`7 h741) fi �' , 3pA�I-NW 70 J2. 1 MAP SHOWING BOUNDARY SURVEY OF LOT 27, SELVA LINKSIDE UNIT 1, AS RECORDED IN PLAT BOOK 44, PAGES 23 & 23A, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: MARY)ANE TONKIN NORTHSTAR FUNDING CORP. STEWART TITLE GUARANTY COMPANY RICHARD T.MOREHEAD,P.A. LINKSIDE COURT EAST (50.0' RIGHT OF WAY) F, S 06'18'00" E 1 �1 29.69' (PLAT) ! " o�O1 0 v�v6STAAF FOUND 1/2- IRON PIPE 29.76 29 76S (MEASURED)FOUND PED t/2• IRON PIPE ti9'`off get'pSJ` ��9,' .. �/ 7.5' JACKSONVILLE ELECTRIC pct; `�O�6 0 °.�.• : y•' AUTHORITY EASEMENT co 0 FOUND 1/2• IRON PIPE •'' STAMPED •CROASDELL LB 120' 1' POINT OF COMPOUND CURVE / x' 20.0' 74's. (ARC) 3.1'� X3.4co' -� I Wiq v LII pI 8.7' v 0 > } Lu c � f TWO STORY W o 0 9 w .vim. Q ' STUCCO & FRAME 85' N0 POSTED # 1194 Y LU = CO � N� 20.8'(ARC x—� 8.T (EAVES NOT SHOWN) 20' ,.••° LOT 26 c� co � W x vi o 00 W 3. ? Cd w WOOD b! , t 3 J N M oEac ^ ;. g.0 I LOT 27 d C"I i 8.5'• 0.9' • r7 I I HOT M 00 TUB AftAft 000 c This' Vol"�IIIII�Itow I i zonlit edivistow Md 0 k; it W food W 29.0' laJ.. POINT OF TANGENCY aprov to brium Off O~ N FOUND 1/2• IRON PIPE p..Y�Yw.. STAMP 'CROASDELL LB 120' "'^�'*NI o g W local, Big and Redoral pendp N v i�w must of the My of At nft of N CVv STAMPED *CROASDELL LB 120•00 ill In 120 �7 e Z z N 06'01'22" W x c www 1� 65.00 (MEASURED) ADPrcv d By- toCom N 06'18'00"-W I LOT 28 Date: 65.00' (PLAT) NOTES: ACCEPTED BY: LEGEND: R - RADIUS —X— = FENCE L = LENGTH O - CONCRETE NOTES: 1. BEARINGS ARE BASED ON THE PLAT BEARING OF S 83'42'00' W ALONG THE REVISIONS SOUTHERLY BOUNDARY LINE OF SUBJECT PARCEL. -2003 -.,"..DESIGN / COMPONENT SELECTION SHEET - 2003 SCREEN ENCLOSURE WITH A SCREEN ROOF Using as Reference: Aluminum Structures Design Manual, Florida Building Code, 2003 Edition by Lawrence E. Bennett, P.E. Designer. J�� I fQ - BACKYARD CREATIONS Jobsite Address: //9 5 b 14 ks 1P C-r Owner. M/V L J?V4- Ro S Contractor(if other than Designer): DAVID M. COMMONS Date: l ro 0 Basic Overall Dimensions: Length: POJ Width: Z Roof Style or Configuration: 1524 1 Slope/Pitch: Screen Wail/Eave Height: Height Overall: 1 ;2 A) Main Roof Support Beams: (� (per Section 1,Table 1.1, Page 1-59) � (Ft) Typical Spacing: _ Span: D (Ft) Select: 2- x 3 SMB ... ._ . . Minimum Required Support Post(for Beam): 2 Y- 3 (per Section 1, Table 1.6, Page 1-59) B) Size of Wail Uprights / Posts/Columns 0- Main Roof Support Beams: (per Section 1,Table 1.3, Page 1-56) Typical Spacing:_-7 (Ft) Span: 8 (Ft) Select: Z x 3 SMB USING (larger of member.from Table 1.3 vs Table 1.6): Z X 3 C) Beam Fastening: (per Section 1, Table 1.6, Page 1-59) Number of#—�_S.M.S. Required per Table 1.6 = (each per end per side) 1) at Post=Type of Connection Used: _Lap OR, Gusset with S.M.S. (Total/Connection) 2) at Beam Splice=Type of Connection Used: Lap OR, Gusset with S.M.S. (Total/Connection) D) Roof Purlins (Secondary Screen Roof Members): (Section-1, Table 1.2, Page•1-55 Note: Purlins=7'0"o.c. Max) Typical Spacing/"Load Width: -7 _(Ft) Span: _(Ft) Using:.2X2 Hollow or E) Size of Wall U ri hts/Posts I Columns Non-Bearing Side Wail: (per Section 1,Table 1.3, Page 1-56) Typical Spacing/Load Width: t) Span: (Ft) Select: X SMB F) Wall Horizontals (Secondary Screen Wall Members): (Section 1,Table 1.4, Page-1-57). ...... (Note: Maximim vertical spacing of wall horizontals(aka girt)=7'0" o.c.) 1) Height(from sole plate) (Ft) Load Width_:Z_(Ft) Span (Ft) Using_.,&_2X2 Hollow or 2) Height(from sole plate) (Ft) Load Width (Ft) Span (Ft) Using 2X2 Hollow or G) Wail Bracing: (per Section 1. Pages 34-40): Using: Cables OR, K-Bracing—#of Sets on Rear Wall= #of Sets on Left Side Wall #of Sets on Right Side Wall #of Sets on (Other)Wall SECTION 1 SCREENED ENCLOSURES 1/4"x 6" RAWL TAPPER THROUGH 1"x 2"AND ALUMINUM FRAME SCREEN ROWLOCK INTO FIRST —\ WALL COURSE OF BRICKS moo• CAP BRICK BRICK KNEEWALL TYPE'S' ALTERNATE CONNECTION OF MORTAR REQUIRED FOR SCREENED ENCLOSURE FOR @ = F LOAD BEARING BRICK WALL BRICK OR OTHER NON- 4"(NOMINAL)PATIO STRUCTURAL KNEE WALL M 1"WIDE x 0.063"THICK STRAP CONCRETE SLAB W/6 x 6- @ EACH POST FROM POST TO L �i 10 x 10 WELDED WIRE MESH FOOTING W/(2)#10 x 3/4' OR FIBER MESH CONCRETE S.M.S. STRAP TO POST AND ° a (1) 1/4"x 1-3/4"CONCRETE (3)#30 BARS OR(1) ANCHOR TO SLAB OR �° #50 BAR W/2-1/2"COVER FOOTING MP.) BRICK KNEEWALL AND FOUNDAT40N FOR SCREEN WALLS SCALE: 3/4"= V-0" 3 #3 BAR CONT. OR �1;#5 BAR CONT. 2 #3 BAR CONT. OR e a 2'-0" MIN. 3-1/2"(TYP. �1;#5 BAR CONT. — --r BEFORE SLOPE ALL SLABS) �_ C%`1 —I i f=1 I f=1 i I`I 11-1 i Iii I—I I— I IIA-171 � 1 1 l 8 TYPE I TYPE 11 TYPE III FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2"/12" 2"/ 12"-V-10" > 1'-10" Notes: 1. No footing required except when addressing erosion until the slab width in the direction of the primary exceeds 32 ft.,then a type II footing is required under the load bearing wall only unless the side wall exceeds 16 ft. in height or the enclosure is in a"C"exposure catagory in which case a type 11 footing Is required for all walls. 2. The foundations shown are based on a minimum soil bearing pressure of 1,500 PSF. Bearing capacity of soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab. 3. The slab/foundation shall be cleared of debris and roots and compacted prior to placement of concrete. %, 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6-10 x 10 welded wire mesh or fiber mesh may be used in lieu of mesh. 5. If local building codes require a minimum footing,use type II footing or footing sections required by local code, Local code governs. SLAB-FOOTING DETAILS SCALE: 3/4"= V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 , TELEPHONE(386)767-4774 FAX(366)767.6556 PAGE © COPYRIGHT 2003 1-52 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 1 SCREENED ENCLOSURES Table 1.1 Allowable Spans For Primary Screen Roof Frame Members Aluminum Alloy 6063 T-6 For Areas with Wind Loads up to 150 M.P.H.and Latitudes Below 30°-30'-00"North(Jacksonville,FL) Tributary Load Width'1M=Beam Spacing Hollow Sections 3'-0" 1 4--0" 1 5'-0" 1 6--0" 7--0" 1 8'-0" 1 9--0- Allowable Span V/bending'b'or deflection'd' 2"x 2"x 0.044" 9'-10" b 8'-7" b T-8" b 6-11" bi 6-6" bl 6'-1" b 1 5'-8" b 2"x 2"x 0.055" 10'-9" b 9'4" b 8'4" b T-7" b T-1" b 6'-7" b 6'-3" b 2"x 3"x 0.045" 13'4" b 11'-7" b 10'4" b 9'-5" b 8'-9" b 8'-2' b T-8" b 2"x 4"x 0.050" 14'-8" b 12'-8" b 11'-4" b 10'-4" b 9'-7" b 8'-11" b 8'-5" b Tributary Load Width'W'=Beam Spacing Self Mating Sections 3'-0" 4--0-- 1 5--0" 1 6--0" 7--0-- 1 8--0" 1 9--0- Allowable Span V/bending'b'or deflection'd' 2"x 4"x 0.044 x 0.100" 19'-11" b 17'4" b 15-6" b 14'-2" b 13'-1" b 12'-3" b 11'-0" b 2"x 5"x 0.050"x 0.100" 24'-9" b 21'-5" b 19'-2" b 17'-6" b 16'-2" b 15-2" b 14'-3" b 2"x 6"x 0.050"x 0.120" 28'-7" b 24'-9" b 22'-2" b 20'-3" b 18'-9" b 17'-6" b 16'-6" b 2"x 7"x 0.055"x 0.120" 32'-3" b 27'-11" b 24'-11" b 22'-9" b 21'-1" b 19'-9" b 18'-7" b 2"x 7"x 0.055"w/Insert 42'-10" b 37'-1" b 33'-2" b 30'4" b 28'-1" b 26'-3" b 24'-9" b 2"x 8"x 0.072"x 0.224" 41'-7" b 36'-1" b 32'-3" b 29'-5" b 27'-3" b 25'-6" b 24'-0" b 2"x 9"x 0.072"x 0.224" 45'-1" b 39'-1" b 34'-11' b 31'-11" b 29'-6" b 27'-8" b 26'-1" b 2"x 9"x 0.082"x 0.310" 49'-6" b 42'-11" b 38'4" b 35'-0" b 32'-5" b 30'-4" b 28'-7" b 2"x 10"x 0.092"x 0.369" 59'-6" b 51'-7' b 46'-1" b 42'-1" b 38'-11" b 36'-5" b Tributary Load Width'W'=Beam Spacing Snap Sections 3--0" 4--0-- 1 5'-0" 1 6'-0" 7'-0" 1 8'-0" 9--0- Allowable Span'L'/bending'b'or deflection'd' 2"x 2"x 0,044" 11'-9" b 10'-2" b 9'-1" b 8'-4" b T-8" b T-2" b 6'-9" b 2"x 3"x 0.045" 15'-1" b 13'-1" b 11'-8" b 10'-8" b 9'-10" b 9'-3" b 8'-8" b 2"x 4"x 0.045" 18'-5" b 15'-11' b 14'-3" b 13'-0" b 12'-1" b 11--3" b 10'-8" b 2"x 6"x 0.062" 31'-3" b 27'-1" b 24'-2" b 22'-1" b 20'-5" b 19'-2" b 18'-0" b 2"x 7"x 0.062" 34'-9' b 30'-1" b 26'-11" b 24'-7" b 22'-9" b 21'-3" b 20'-1" b Notes: 1.Thicknesses shown are"nominal"industry standard tolerances.No wall thickness shall be less than 0.040". 2.The structures designed using this section shall be limited to a maximum combined span and uptight height of 55'and a maximum upright height of 20'.Structures larger than these limits shall have site specific engineering. 3. Spans are based on a minimum of 10#/Sq.Ft.for up to a 150 M.P.H.wind load. 4. Span is measured from center of beam and upright connection to fascia or wall connection. 5. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 6. Purlin spacing shall not exceed 6'-8". For beam spans greater than 40'-0"the beam at the center purlin and one purlin for each 14'-0"on each side of the center purlin shall include lateral bracing as shown in detail(48'-0")span with purlins at 6'-8" o.c. center purlin and(2)puriins each side of center purlin need lateral bracing. Example: Max.'L'for 2"x 4"x 0,050"hollow section with W=5'-0"=11'-4" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE(386)767-4774 FAX(386)767-6556 PAGE © COPYRIGHT 2003 1-54 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 1 SCREENED ENCLOSURES Table 1.3 Allowable Post/Upright Heights For Primary Screen Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at velocity of 120 MPH or an applied load of 14#/sq.ft.' Tributary Load Width'W'=Upright Spacing Hollow Sections 3'-0" 4'-0" 1 5'-0" 1 6'-0" 7'-0" 1 8%0" 9'-0" Allowable Helght'H'/bending'b'or deflection'd' 2"x 2"x 0.044" 8'4" b 7'-3" b 6-6" b 5'-11" b 5'-6" b 5'-1" b 4'-10" b 2"x 2"x 0.055" 9'-1" b T-11" b T-1" b 6-5" b 5'-11" b 5'-7" b 5'-3" b 2"x 3"x 0.045" 11'-3" b 9'-9" b 8'-9" b T-11" b 7'-5" b 6-11" b 6-6" b 2"x 4"x 0.050" 12'-5" b 10'-9" b 9'-7' b 8'-9" b 8'-1" b T-7" b T-2" b Tributary Load Width'W=Upright Spacing Self Mating Sections 3'-0" 4'-0" 1 5'-0" 1 6'-0" 7'-0" 1 8'-0" 9--o- Allowable Height'H'/bending'b'or deflection'd' 2"x 4"x 0.044 x 0.100" 16-11" b 14'-8" b 13'-1" b 11'-11" b 11'-1" b 10'-4" b 9'-9" b 2"x 5"x 0.050"x 0.100" 20'-11" b 18'-1" b 16'-2" b 14'-9" b 13'-8" b 12'-10" b 12'-1" b 2"x 6"x 0.050"x 0.120" 24'-2" b 20'-11" b 18'-9" b 17'-1" b 15-10" b 14'-10' b 13'-11" b 2"x 7"x 0.055"x 0.120" 27'-3" b 23'-7' b 21'-1" b 19'-3" b 17'-10" b 16'-8" b 15'-9" b 2"x 7"x 0.055"w/insert 36'-3" b 31'4' b 28'-1" b 25'-7" b 23'-9" b 22'-2" b 20'-11" b 2"x 8"x 0.072"x 0.224" 35'-2" b 30'-0" b 27'-3" b 24'-10" b 23'-0" b 21'6" b 20'-4" b 2"x 9"x 0.072"x 0.224" 38'-2" b 33'-0" b 29'-6" b 26'-11" b 24'-11" b 23'4" b 22'-0" b 2"x 9"x 0.082"x 0.310" 41'-10" b 36'-3" b 32'-5" b 29'-7" b 27'-5" b 25'-8" b 24'-2" b 2"x 10"x 0.092"x 0.369" 50'-4" b 43'-7" b 38'-11" b 35'-7" b 32'-11" b 30'-10" b 29'-1" b Tributary Load Width W=Upright Spacing Snap Sections 3'-0" 4'-0" 1 5'-0" 1 6'-0" 1 7'-0" 1 8'-0" 91-0- Allowable Height'H'/bending'b'or deflection'd' 2"x 2"x 0.044" 9'-11" b 8'-7" b T-8" b T-0" b 6'-6" b 6-1" b 5'-9" b 2"x 3"x 0.045" 12'-9" b 11'-0" b 9'-10" b 9'-0" b 8'4" b T-10" b 7'4" b Z"x 4"x 0.045" 15-7" b 13'-6" b 12'-1" b 11'-0" b 10'-2" b 9'-7" b 8'-11" b 2"x 6"x 0.062" 26'-5" b 22'-10" b 20'-5" b 18'-8" b 1 T-3" b 16-2" b 15-3" b 2"x 7" x 0.062" 29'-5" b 25'-5" b 22'-9" b 20'-9" b 19'-3" b 17'-11" b 16-11" b For allowable heights at wind velocities other than 120 MPH,see conversion table 1A on the specification page for tables at the beginning of this section and example below. Note: 1.Thicknesses shown are"nominal"industry standard tolerances.No wall thickness shall be less than 0.040". 2. Using screen panel width'W'select upright length'H'. 3. Above heights do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 4. Site specific engineering required for pool enclosures over 20'in mean roof height. 5. Height is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair rails of 2"x 2"x 0.044"min.and set @ 36"in height can be considered as residential guardrails provided they are attached with min.(3)#10 x 1-1/2"S.M.S.into the screw bosses and do not exceed 8'-0"in span. 7. Heights may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IF SPANS FOR'C'EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED,SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE(386)767-4774 FAX(386)767-6556 NAGE © COPYRIGHT 2003 1-56 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. � r+ SCREENED ENCLOSURES SECTION 1 Table 1.4 Allowable Post/Girt I Chair Rail Spans, Header Spans & Upright Heights For Secondary Screen Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at velocity of 120 MPH or an applied load A.Sec I s Horizontals Fastened To Posts With Clips Tributary Load Hollow Sections '-6' 4'-0" 4'-6" 1 5'-6" 1 6'-0" 6'-8" Allow Ights'H'/bending'b'or deflection'd' 2"x 2"x 0.044" 6-10" d b 5'-9" b 5'-6" b 5'-3" b 5'-0" b 2"x 2"x 0.055" T-3" 6'-11" d 6'-8" b 6'-0" b 5'-9' b 57" b 3"x 2"x 0.045" d T-5" d T-1" d 6'-10" d 6'-4" b 5'-11" b 2"x 3"x 0.045" 9'-4" b 8'-9" b 8'-3" b T-10" b T-5" b 7'- 9" b 2"x 4"x,0•e's0 10'-3" b 9'-7" b 9'-0" b 8'-7" b 8'-2" b T-10" b T-5 Snap Sections Allowable Heights'H'1 bending'b'or deflection'd' 2"x 2"x 0.044" T-6" d 1 T-2" d 1 6'-11" d 1 6'-8" b 1 6'-4" b 1 6'-1' b 5'-9" b B.Sections As Horizontals Fastened To Posts Through Side Into Screw Bosses Tributary Load Width'IM Hollow Sections 3'-6' 1 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 6'-8" U Allowable Heights'H'I bending'b'or deflection'd' 2"x 2"x 0.044" T-9" b T-3" b 6'-10" b 6'-6" b 6'-2" b 5'-11" b 5'-7" b 2"x 2"x 0.055" 8'-5' b 7'-11" b T-5" b T-1" b 6'-9" b 6'-5' b 6'-1" b 3"x 2"x 0.045" 9'-3" b 8'-8" b 8'-2" b T-9" b T-5" b T-1' b 6'-8" b 2"x 3"x 0.045" 10'-5" b 9'-9" b 9'-2" b 8'-9" b 8'-4" b T-11" b T-7" b 2"x 4"x 0.050" 11'-6" b 10'-9" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-4" b Snap Sections Allowable Heights'H'/bending'b'or deflection'd' 2"x 2"x 0.044" 9'-2" b 1 8'-7" b 1 8'-1" b 1 T-8" b 1 7'-4" b 1 T-0" b 1 6'-8" b 'For allowable heights at wind velocities other than 120 MPH,see conversion table 1A on the specifications for tables page at the beginning of this section and example below. Notes: 1.Thicknesses shown are"nominal"industry standard tolerances.No wall thickness shall be less than 0.040". 2. Using screen panel width'W'select girt lengths. 3. Site specific engineering required for pool enclosures over 20'in mean roof height. 4. Span is to be measured from center of beam and upright connection to fascia or wall connection. 5. Chair rails of 2"x 2"x 0.044"min.and set @ 36"in height can be considered as residential guardrails provided they are attached with min.(3)#10 x 1-1/2"S.M.S.into the screw bosses and do not exceed 8'-0"in span. 6. Girt spacing shall not exceed 6'-8". 7. Spans may be interpolated. IF HEIGHTS FOR'C'EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED,SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE(386)767-4774 FAX(386)767-6556 @ COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 1-57 � +W SCREENED ENCLOSURES SECTION 1 Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams To Wall Uprights or Beam Splicing Beam Upright Minimum Purlin,Girt Deck Notes Minimum Number of Screws" Beam Stitching Size Size &Knee Brace Size`".Anchors #8 x'A" #10 x W, #12 x'/2" Screw @ 24"O.C. 2"x 3" 2"x 3" 2"x 2"x 0.044" 2 Full Lap 6 4 4 2"x 4" 2"x 3" 2"x 2"x 0.044" 2 Full Lap 8 6 4 #8 2"x 4" 2"x 4" 2"x 2"x 0.044" 2 Full Lap 8 6 4 #10 2"x 5" 1 2"x 3" 2"x 2"x 0.044" 2 1 Full Lap 8 6 4 #8 2"x 6" 2"x 3" 2"x 2"x 0.044" 4 1 Full Lap 10 8 6 #10 2"x 6" 2"x 4" 2"x 2"x 0.044" 4 Partial Lap 10 8 6 #10 2"x 7" 2"x 4" 2"x 2"x 0.044" 4 Partial Lap 14 12 10 #12 2"x 8" 2"x 5' 2"x 3"x 0.044" 6 Partial Lap 16 14 12 #14 2"x 9" 2"x 6" 2"x 3"x 0.045" 6 Partial Lap 18 16 14 #14 2"x 9'"' 2"x 7" 2"x 4"x 0.050" 8 Partial Lap 20 16 16 #14 2"x 10" 2"x 8" 2"x 4"x 0.050" 10 Partial La 20 18 16 #14 Screw Size Minimum Distance and Spacing of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness #8 5/16" 5/8' 2"x 7"x 0.055"x 0.120" 1/16"=0.063" #10 318" 3/4" 2"x 8"x 0.072"x 0.224" 1/8"=0.125" #12 1/2" 1" 2"x 9"x 0.072"x 0.224" 1/6"=0.125" #14 or 1/4" 3/4" 1-1/2" 2"x 9"x 0.082"x 0.306" 1/8"=0.125" 5/16' 7/8" 1-3/4" 2"x 10"x 0.092"x 0.369" 114"=0.25" 318" 1" 2" Refers to each side of the connection of the beam and upright and each side of splice connection. "0.082"wall thickness,0.310"flange thickness Note: 1.Connection of 2"x 6" to 2"x 3"shall use a full lap cut or 1/16"gusset plate. 2.All gusset plates shall be a minimum of 5052 H-32 Alloy or have a minimum yield strength of 23 ksi. 3. For beam splice connections the number of screws shown is the total for each splice with 1/2 the screws on each side of the cut. 4.The number of screws is based on the maximum allowable moment of the beam. 5.The number of deck anchors is based on RAWL R Tapper allowable load data for 2,500 psi concrete and/or equal anchors may be used.The number shown is the total use 1/2 per side. 6. Hollow splice connections can be made provided the connection is approved by the engineer. 7. If a larger than minimum upright is used the number of screws is the same for each splice with 1/2 the screws on each side of the cut. 8. All beam to upright connections for 2"x 7"beams or larger shall have an internal or external gusset plates.Gusset plates are required for mansard or gable splice connections. 9.For gusset plate connections 2"x 9"beams or larger use 3/4"long screws. 10. The side wall upright shall have a minimum beam size as shown above,ie.,a 2"x 4"upright shall have a 2"x 3"beam. 11.Connect beam to upright w/H-bar,gusset plate,or angle clips for each splice with 112 the screws on each side of the cut. Table 1.7 Minimum Size Screen Enclosure Knee Braces And Anchoring Required Aluminum 6063 T-6 Brace Length ExOuslon Anchoring System 0'-2'-0" 2"x 2'x 0.044" 2"H-Channel With 3 #10 x 1/2"EACH SIDE To T-0" 2"x 3"x 0.045' 2"H-Channel With 3 #10 x 1/2"EACH SIDE To 4'-6" 2"x 4"x 0.044"x 0.12" 2"H-Channel With(4)3/4"long screws (size to be determined by beam size,see table 9.6) (See Table 1.6 For Number And Size Of Screws) Note: 1. For required knee braces greater than 4'-6"contact engineer for specifications and details. 2. Cantilever beam detail shown on page 1-32 shall be used for host structure attachment when knee brace length exceeds 4'-6". Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 214368,SOUTH DAYTONA,FL 32121 TELEPHONE(386)767-4774 ' FAX(386)767.6556 PAGE © COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 1-59 1� CITY OF 99k4 _ A Office of Building Official REQUEST FOR INSPECTION Date – — Permit No. Time A. Received _ P.M -- - �1�`- Job Addressocality Owner's / /� ,� — Name _Contractor BUILDING CONCRETE ELECTRICAL PL BING MECHA L Framing Fooling Rough Wiring C Air Cond. Re Roo`'ng =_ Slab _ Temp Pole Tcp Out - Heating Insu,ati^ Lintel Final SeFire Place Pre Fab READY FOR INSPECTION- Mon NSPECTIONw"on ?ues Wed. Thws.�� Friday �t / A.M. �Inspect,;on CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT PERMITINFORMATION LOCATION INFORMATION Permit Number: 18400 Address: 1194 LINKSIDE COURT EAST Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SELVA LINKSIDE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 6/21/1999 Name: A. H. DUNLOP Total Fees: 25.00 Address: 338 PLAZA STREET Amount Paid: 25.00 ATLANTIC BEACH, FLORIDA 32233 Date Paid: 6/21/1999 - Phone: 000)000-0000 Work Desc: WATER SOFTENER CON R S :r,. APPLICATION FEES AFFORDABLE WATER PERMIT 25.00 FINAL Ins ction R uire - NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. C $25.8014 ATLANTIC BEACH BUILDING DEPT. Date: 5!21199 81 Receipt: 8866388 CHECKS 10668 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: Lfn c A fLjJ. PLUMBING CONTRACTOR: v[ Q. CONTRACTOR'S ADDRESS: N37&O STATE LICENSE NUMBER: 6)D0 1S l ? TELEPHONE: HOW MAVY OF THE FOLLOWING FIXTURES INSTALLED S Iiv'K S SHOWERS LAVATORIES WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINES FLOOR DRAINSpp SHOWER PANS OTHER tVfi7E/e- k-SN TOTAL FIXTURES: f X 3.50 + $15.00 MINIMUM PERMIT FEE _ $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ------------------------------•----------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE 1994 STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED IN TO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834. 0 f 4 ©Epjk RTMENT4F BU41ANQ' *TY, OF AT:ANTIC, FACH a ►c 1 i 0,lit Ir 'rrit Tp WL ` 1C StACH 'LC3RI3A Of MoConstr. TypPR R ted a ^,€ iltoprov ., Cost. ' fl.00 o al, 00 10,00 ' :Det ILIA a sib, oo l •. 133Y `' AcBE, + alb J 4A -00 o a ' 00 CAPA L �, a R00 "At^ " y. i w h f 1' d 1$AND Floott"G RVOT 69IN$$ G to �E iM T VQIC3 SIX"MON; AFTERQATl�{�1=,IS 0, 49 6 4IATEW L I�usslSl�A t��i�fROM THIS WORK MUO NOT!a��. ...� CL4AA ,D UP ANU HAULI+ kA1N, Y C3Y 1; H fl bNTFtACTCSI&i QR C)W1V li STA' UR � C F S WIT',! �`�� , LT iCCt3�RL3iN££ TQ Ai�PIR©1d � SNS.WHICH<ARFE,PAAT 41"'TM f�ERlu##T 1 "#'t£?N 4F APPLtCA"P�O�—LAW. :;AYL1kl # ^rBEACH SUILaINa.pEPA�iTM�I+iT. �r v FT-I. $1.0.00 APPLICATION FOR WELL PERUT CITY OF A'ILAN'rIC BEACH PRDPEM Oj,1NER Name: ii ze c Day Phone z'�� Address c 40y S C�e Zip 3 APnIGMr,, IF G= THAN MER Name: - Day Phone Address,.. f C�• li c S�G�� _ l Ct.v?''�c- Zip,�Z23�z JOB Address or Location: - Legal Description: Is well to be used for drinking purposes?' Any person, individual, corporation or other entity receiving a permit as provided in Section 22-40 of the Atlantic Beach Code, and who plans to use water from the permitted well for drinking purposes, must first obtain a bacteriological test report from,the State of Florida Health Department, furnishing a certified copy thereof to the building department of the City of Atlantic Beach. A certificate of occupancy will not be issued until said report is on file with the building department. Department Notes: I agree to camply with regulations stated herein: Sr Date 00 DEPARTMINT OF BUIL©lN.G f CITYOf ATLAFTIb EAbH. . Add 1 4 Pd. Us� m ,. NAK ,x 14ttcaxk'"` 1�lrrari .'' 0 b � Stbdiali rrt ' : Eat i Ali+1 od Tot c "+ ee s; 44. 3Ci . . 1 : " .t om CO #� `' Azurs d44o WA`'t�AN'`Z "' SH�:.? `GbTflA : a CAT OCEAN PNS �� < mM4 .,# n m' �+ I► 1 bb SE Mlfk' NA " ; "� xv WA T jk Vw tA N 'l A .. - . . / i WAS' * TAS* SeVeaN TA ,.,. ff ZVI 401 i � NbItS� N NOTES. i T RT C►RMS I#l�t0 FOOT04(;S M�IS`R �E#NSR9G1'4[��i�F41R�°F5C)Voll i41,a.,. 'ER1 �!t}ID SIX VONTHSrAFTER C RT `C)F 1S" BUILDING MATERIAL f UB #$H ANCS Q '3Fi S F QM THS WORK MUST N©TEE PL ACEII IN PUBLIC S#�ACE,'AND MUST k3E CLEARIED UP ANC3;ffEFt CC3NTR14CTC R OR OWNER LURE:TUC 'M "�' �fTH .THE `II�E�HANICS'' �. � I�;A N CO � �:T.�N TSE PR+t P T1f � 1 R A1tI iG C FOR �3.Ut�C � .G MP�tG 'IU�E Thy'' ISS# f ACCbRVJNG T� APpRbY ►Irl"Pt,Af S W#-#1CH ARE PART OF TH# PERMIT`ANSI:SUB.#EC# Tb RIiIQICA APt? ICABC E'. ftb�%talE # 'OF LAW. ATLANT 'BEACH3U4A# iulEi.T . e I IV .",,;+ ev E,.. `. l _..' .?,eta w1 v BUILDING AND ZONING INSPECTION DIVISION CITY Of ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32283 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections 1, II, III, and IV. LOCATION Street Address: L OF Intersecting Streets: Between And BUILDING St 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 area rt hereof and in accordance with the City of Jacksonville ordinances and standards of`good.practice listed therein. Name of Mechanical � . .. Contractors j�/( Cmdraetor (Mnt) fiv Master, f r R 4e Name of heperty Owner Siynatun of Owner Signature of or As►ihorised Agent ArEhifact or Engineer Ill. ORWAL 60WA A' Typo of basting B. IS OTHER CONSTRUCTION BEING DONE ON Foca c THIS BUILDING OR SITE? (1 Gas—0 LP 0 Natural 0 Control Utility IF YES GIVE NUMBER OF CONSTRUCTION 0CP PERMIT 0 Other Specify IV. WCNAN" IPUINAiNT'TO M INSTALLED NATURE OF woRK (Provide,Complete fist of comparronts on back of this forst) Residentiat or (] Commercial Heat O Spaco 0 Roeweod Carinal G Float New Building Air Condsfioal"- 0 Room X Control ' 0 Existing Building Doct System: Mot.ri.Li L• Th idl �0 Replacement of existing aystem Maximum taP'acih 0 gp New Installation(No system previously Installed) .__._. cfm. a 0 D Extension or add-on to existing system 0 Other-- Specify 0 Cooling tower: Capacity 9 . (3 Fire sprinklers• Number of hoods,..`.. 0 'Ebvotor 0 Mantift 0 Escaletor., _(number) THIS SPACE IbR Old tiff OhILY C3;Oeselino pumps_ (number) (Reodwd) �, Tarlka__ (number) Remarks 0 LPG containers (number) 0 unfired prafur3 vaNl' 1 I3 PermiT AW*vad 0 000 - Specify Permit , Pff ALL EQUIPMENT Ali CONDITIONING AND REFRIGERATION EQUIPMENT XUWber Vaffi Deftf*tift Medal Xuabar YantsfaQba<nr r °T U2'1,. )u ' IkRTyy tST y�`{ Lt)� zi F t..,. 41 4a iT IDA Wo ' fi fi fil 0 ;� { r z ► tt+ a '". 11 ' s „, - , G, T `V,,�-m .< . �.. It bjtWAM f. 4 3 1 5 yf,C•�i 3'^t t u,�' j ry *> t I t1Ti fiw—�A.L ' fi R +d N Ft3t�tTi�iQS Ik��fi�"�' l�f�l �fi E3�fi��t�R8:��#f �i F fs fi t3tp SIX fiillt)NTHS Afi=TEA,fi�ATEOF 1$sUr= BU1fi«C .11Q NfRfifi= L,Rt B t Ami E fii fief FRfJM'TFifiS WORK MUS fi`O E3E P�,�CEfi�fily P�8L1�SlsAC��AMfi7 MUST-OE �fi_ ffiM 2.U'P 4t�t fi-lAilC�fiw 3A1 A 43 ! V- NlRAC1C}RORC1U1f1�fi�R. MEC A a � : >„ T Ai�P�;fiA$t* �1tfi � C5 Li4W. N AU,A' IfiG Fi Bull,_DtN r 4� { N O T I C E T O C O N T R A C T O R S S C H E D U L E O F I N S P E C T I O N S Requests for inspections will be accepted from 8:00 AM until 4:00 PM. All inspections will be made the following day between 8:00 AM and 4:00 PM. SCHEDULE OF INSPECTIONS: 1. Footing 2. Rough Plumbing 3. Slab 4. Framing, Rough Electrical, Mechanical, Top Out Plumbing, Fireplace 5. Final Inspection 6. Certificate of Occupancy Other inspections may be required in certain situations. Building Card MUST be posted or no inspection will be made. Pour no concrete or cover-up any work until building card is SIGNED by the inspector. You will be required to uncover any work that has not been inspected. In case of failed inspection, $10. 00 re-inspection fee must be paid prior to calling for re-inspection. BUILDING DEPARTMENT CITY OF ATLANTIC BEACH 249-2395 CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT OumerS6LUA L11dt5,f_DE Address 122-3 /5t4 AD, zip,.t22So Phone,2Y�J Zz o Architect B IZ& 4/111 14,eZ1E Address zip Phone Contractor /LL 5' I'!'I. ,�E Address__ zip Phone_ _ ______ Contractor's License Number 9'$oo 337/8 Expiration Date --340-89'Copy on File Lot # , -7 Block or Section # ZIAlI r l Subdivision 56;LV4 L1 NQS AZE toning 6ES Street,C'/n/L'54VE WJVE Betweenbi ksoe6r,r' and Li iks•zoE cT a). side 5. _ V,ilunti_on fi 1f S® p TYP o.f. Construction �,eRm� Purpose of Building ,e&3 42)Ent TiA L Number of Units / Fireplaces / Utility Service: Water AUBL/C Sewer PVJ3LIC If the City if providing water or sewer service, do we need to make taps? A)6 Dimensions: Buildin g S'EE x'45 Lot /oo Size Footings /o Xao Sz. Piers11J/4 Sz.. Sills AJ14 Greatest Span Sills "l/fl Sz. Ceiling Joists See Distance on Centers Greatest Span Sz. Floor Joists Distance on Centers Greatest Span Sz. Rafters Distance on Centers Greatest Span Method of Heating eUE,9T PymP Solid-Filled Ground Roof X145&e4`4,4S5 _ Flood Zone If located within a FLOOD HAZARD complete page 2 SUBMIT: Two complete sets of plans, including a detailed site plan. Florida Energy Efficiency Code Sheets Recent Survey Inspections Required: 1. When steel is in place and ready to pour footings. 2. When steel is in place and ready to pour columns/lintel. 3. When steel is in place and ready to pour beam. 4. When framing, mechanical, plumbing, electrical, fireplace, is completed and ready to cover up. 5. Final inspection. SETBACKS NO INSPECTION WILL BE MADE IF BUILDING CARD IS NOT POSTED ON JOB. In case of rejection, reinspection MUST be called for after Rear Lot Line corrections are made. In consideration of permit given for doing the 0 work as described in the above statement, we w H. hereby agree to perform said work in accordance with the attached plans and specifications, which are a part hereof, and in accordance r r with the building regulations of Atlantic Beach. r Signature Owner12a- Signature Contractor �a ronLine FLOODPLAIN DEVELOPMENT INFORMATION Type of Development : New Building Alterations to Existing Building Flood Zone Required Floor Elevation Actual (as built)Lowest Floor Elevation If located within a flood hazard zone (zone A) a survey must be made after the slab has beenoured, certifying that the "lowest floor elevation" is equalto or a ove the base flood elevation established for that zone. No Final Iiistpcct::i"oii will. be made and No Ccl Lifi.cute of Uc;cupalicy will be issued until the survey is on file with the Building Department . COMMENTS Applicant acknowledgement : I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No . 25-7-11 and all other laws or ordinances effecting the proposed developemnt . Date Applicant ' s Signature ----------------------------------------------------------------------- Department Use Survey filed with the Building Department on Certified Lowest Floor Elevation Required Lowest Floor Elevation Building Department Representative Address Heated Square Footage @ $ 'tj��, JZ per sq ft. = $ q'-7 71p 7� Garage/Shed �/� @ $ /Z Sb per sq ft = $ .3' C5� Carport/Porch @ $ per sq ft = $ Deck _ _@ $ per sq ft = $ Patio @ $ per sq ft = $ (0.3(o-fib TOTAL VALUATION: $ 1 /�D, /3�. $D �o Tota valuation lst $__gip o0 Remainder Valuation $ /.Z,`per thousand or portion thereof --------------------------------------------� Total Building Fee $ d f.0 ADDITIONAL PERMITS and/or FEES REQUIRED + z Filing Fee Mechanical ; Fireplaces @ 15.00 $ CIO Plumbing BUILDING IPERMIT FEE $ J"20 3 , Electric/New ------------------------------------------------- Electric/Temp Septic Tank BUILDING PERMIT $ -3949-&7' Well _ WATER METER CHARCE $ 95. 00 S`d ming Pool SEWER IMPACT FEE $ b35-°O Sign WATER IMPACT FEE $ 590 Water Connection MISCELLANEOUS $ 33 1 .31 Sewer Connection $ -� f�' Water Meter $ 70 Elevation Certificate GRAND TOTAL DUE $ �(j ,�7 - 70 ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NOTES i City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee t t 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 FIXEDIAT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER S�STEM. - BATHROOM GROUP CONSISTING OF __SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH TUB OR SHOWER STALL (6) WATER CLOSETVALVE 1 WATER CLOSET, TANKOPERATED (4) VALVE OPERATED (8) i BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) ' FLOOR DRAIN (1 ) SHOWER STALL DOMESTIC (2) , ' LAUNDRY TRAY (2) Ll _LAVATORY ( 1') ----- SINK AND TRAY (3) i j WASHING MACHINE (3) -----, POT, SCULLERY SINK (4) ,( DISHWASHER (2) ,�_!WASH SINK EACH SET OF ` FAUCET (2) KITCHEN SINK (2) ____ DENTAL LAVATORY ( 1 ) KITCHL N SINK WI'T'H WASTE t GRINDER (3) ---- 'DENTAL UNIT OR CUSPIDOR (1) BIDGET (3) URINAL STALL, WASHOUT (4) FLUSHING RIM SINK (8) _____COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) _____URINAL, PEDESTAL, SYPHON JET I I BLOWOUT (8) _ •DRINKIN`G FOUNTAIN ( 1/2) ____ LAVATORY, BARBER/BEAUTY + I `SHOP (2) - -� t �LAVATOR�Y, SURGEONS (2) SURGEONS SINK (3) ICE MAKER (1/2) __-- WET' BAR (2) i i • t /a -13 I TOTAL FIXTURE UNITS _ @ $20. 00 EACH ------------- JOB _ _________JOB INFORMATION___ -- - - ----------------- ----- .--- v o 3. PERMANENT CONTE +�E L uw 4. ALL RADII ARE ; 5. BEARINGS ON CUE ` �► - 6. THERE MAY BE At BE FOUND IN THE 2�w w►+i �A+L+t�s Q/w LIN*de112,104 7. EASEMENTS SHOW IO'X 10' ,J EA 7'tZAi-I�5�D2MEfL C''SM``r' IDET IL-S 8. CERTAIN EA5EME OF J.E.A. - ��, e--) rve,. 4EA UNDERGROUND D11 1.1 Q�'ls�h2'ry•'� fofo4.45' sea o 'So a So.a' S o.0 40.0' 40.c' 4v o ies.d 4o d• ru*o' .-.... .......- 111 rap 9-75 OICOJ iQ !.A • 3`,30 � � N N Xr.. . 6S4ex'o, SO.0 •03' 129.28' a+rto��ei'44"4eee G'2 dry �Z247�o N nw3944,,,gr�•0ei5t7• N N X27 9 8"tcJ Wit• 22S.c�• 'ltr.A'_ _ _ S 2''7 ' 'v8q.3G'•3�'� 5 '32 ad.,� /4 3s N 000 (OO C> I : '�� 2to � '� lao.o• � . 1 ?2o�JSFOQNt�6SM'Y-l!_ rs0•L�' ri(7d ,� i.. � �+ �; � '�►tl''� 4� HZ'S 1- ;0 � � � l ao.�,'. 2 �� t.183P42'oo"� • t .p• 1 .o' � 0� ECo �K' � ug��Yi2'ol�"E 1�SR�LL2'O�a'•' tr � 0� t1 '7.r,� ro•.�o'.1 EO �� •'� u . .J�Tr[eutFv4*++t:2 EgM'T Z7 ozi Ono J 1 5312000 �► J \521°�'►4�'02I� 4 U) 28.SW W O 3�b2'q�'d � �S.taa' 8'I•�s�7' 1 'S�42'ee•rel � 518�3Ce"�A"E Won, fit uptruttratr of (Orr paurg CITY OF Oppartmpnt of llnttdttto Itapprtion 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. IT Use Classification Bldg.Permit No. _ Group Type Construction :.1y 13"Fire District.. !1 I A T T tFX(,] n.TIV i X11 A} . *Tyri} a.,�, "'i O�+ner of Building ,F !i� TF' _ Address _ a` n.i} Building Address. 9,1_T I rVcyTr) C'," Locality _.' �f ? TN' CTT`r1, y Building Official Date: r`f MOST IN A CONa►ICUOUa rLACa BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT • CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested: Building Contractor: Building Permit Number: - / Address: Ce" Legal Description: Improvements to the above described property have been completed in accordance with the terms of the permi and is certified to be ready for occupancy as -___ Lowest Floor Elevation: required as built- n/a Sales Tax Certificate: date submitted BEFORE ISSUING CERTIFICATE OF OCCUPANCY, THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: " BY: Fire Chief Public Works Planning Director 4 �3 Building Inspector ___ �' J CITY OF ATLANTIC BEACH BUILDING DEPARTMENT lg,1 �� IDiE PION REPORT JOB LOCATIO)jkL'A1kTkSHLjS r C� tI ��1� 33 PERMIT# 521 SUBDIVISIOrf*f!$ linkside ' Lu OWNER NAMBILLY ARZIE PHONE9O4)243-4526 Uj LEGAL DESC: LOT BLOCK SECTION PERMIT TYPE w CLASS OF WORK BUILDING coNTRACTc LLY ARZIE PROPOSED USE NEW FAMILY a SI ! AE9 ! !.Y oconstruct single family dwelling water account# 250378 A WORK DESCRIPTION -•- � FRAMING 6ZVe-1-' AM INSPECTION REQUIRED INSPECTOR DATEINSPECTED `f v By APPROVED REJECTED ❑ 7 COMMENTS CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION 194 PERMIT# LINKSIDE COURT EAST SUBDIVISION 622 ATLANTIC BEACH, FLORIDA 32233 SELVA LINKS OWNER NAMiILLY AR2IE PHONE LEGAL DESC: LOT BLOCK SECTION PERMIT TYPE GLASS OF WORK PLUMBING CONTRACTOR PROPOSED USE NEW F- W. FAIR PLUMBING COMPANY SINGLE FAMILY WORK DESCRIPTION ' INSTALL PLUMBING 1 INSPECTION REQUIRED INSPECTOR 8 TOfji'LOUT PLUMBING AM DATEINSPECTED ,w By _ APPROVED REJECTED ❑ COMMENTS } CITY OF ATLANTIC BEACH,, �, J BUILDING DEPARTMENT INSPECTION REPORT 11 194 LINKSIDE COURT EAST PERMIT# 5.21 SUBDIVISION '�ANTIC BEACH, FLORIDA 32233 selves linkside LY ARZIE PHONE (904)249-4526 )T BLOCK SECTION PERMIT TYPE BUILDING CLASS OF WORK NEW Y ARZIE PROPOSED USE SINGLE FAMILY onstruct single family dwelling water account# 260378 14 CERTIF/OCCUPANCY INSPECTOR AM APPROVED `y REJECTED ❑ /` CITY OF ATLANTIC BEACH YY v BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION PERMIT# 1194 LINKSIDE COURT EAST SUBDIVISION 795 ATLANTIC BEACH, FLORIDA 32233 SELVA LINKSIDE OWNER NAME PHONE BILLY ARZIE (904)249-4308 LEGAL DESC: LOT BLOCK SECTION PERMIT TYPE Lu CLASS OF WORK ELECTRICAL a CONTRACTOR PROPOSED USE NEW BIVINS ELECTRIC CO. SINGLE FAMILY 01, WORK DESCRIPTION CS 4/0 200AMPS ALUM SB 200 AMPS 1PH 3W 230 V CABLE RACEWAY INSPECTION REQUIRED INSPECTOR 12 FINAL ELECTRIC AM crs z DATE INSPECTED �1' BY L° APPROVED REJECTED ❑ COMMENTS CITY OF 1kC V� 716 OCEAN BOULEVARD _ P.O.BOX 25 ------ ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 DATE: PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: �cS ( - - ------------ ------� ------------------------------------------------- ------ ------------------------------------------------- ------ � ------------------------------------------------- ------ ( ------------------------------------------------- SINCERELY, &U BUILD NG INSPECTION DIVISIO ;�� cc:FILE .... _ ..• =r..;.,u_.c...w.W�,�,it�.:.a'�:G.�.cd,+i.irs'�IFr.�.... ...�.:..: ,,. ....,,.,...i. ... ... ... ,....... APPLICATION FOR WATER METER r / � / J DATE:- -��------------ CONTRACTOR: ��_ NY � .�c..-- BILLING ADDRESS:_ja_ _.� th_ z � ' SERVICE ADDRESS:_��`-- �---------------- ol LOT: C� �� BLOCK: UNIT: SUBDIVISION: ACCOUNT NUMBER: (c)O METER SIZE: �( I HEREBY REQUEST THAT A WATER METER BE SET AT THE ABOVE SERVICE ADDRESS. I UNDERSTAND THAT I WILL BE BILLED FOR TEMPORARY CONSTRUCTION WATER UPON SETTING OF THE METER. I FURTHER UNDERSTAND THAT I AM RESPONSIBLE FOR ANY AND ALL DAMAGES TO THE METER, BOXES, VALVES, LINES, AND ANY PARTS THEREOF, UNTIL PERMAACTOR NE WATER SERVICE HAS BEEN ESTABLISHED BY THE CUSTOMER. C t -ONT--- -- - -- ---- -- ---------- �OF%TLAIKTIC BEACH PLANS REVIEW CHECK LIST Address_-�--- --`- ='`�r . / �.' Owner _ , ----- Legal Description - ,- ,�_-- Contractor _ r , 1 � . License Number /� a ----------�- w - -------=------- ----------��_�_�1 ----- License on File YES NO Section 24_101 * Zoning Regulations Zoning District- Proposed{ _____ Proposed Use---------------- Required Lot Size------------ Actual Lot Size Setbacks Required Provided Section 24_17 front _�' `- -_CORNER LOT�' INTERIOR LOT / rear f 1_ > Flood Zone---- ,- k side-1 Required Elevation-------- side-2 Max. Height AllowedProposed Height________ Section 24_82 * Minimum Lot Covv_eragg Required Heated Area _ ______ Proposed Area___ ______ Section 24_161 * Offstreet Parking Number Spaces Required_______ Spaces Provided Section 24_82 * Duplicate Buildings Is there a similar building within 500' of 'proposed- building?YES ND Utilities Water and sewer service is to be provided by: Buccaneer Utilities City of Atlantic Beach Utilities ----- Private Source SEPTIC TANK WELL Plans Reviewed by:__-___-_ Date ---------------------- ---------------- Building Permit # _ ISSUED DENIED 50 7 f ' s CITY OF ATLANTIC BEACH, FLORIDA Approwd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: r t 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 IWACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. && ELECTRICAL FIRM: MAST R E ECTRI I I v If NAME MADDRESS: 7 L ��► RFD BOX BLDG�� APT.1 SIZE BETWEEN: RES. ) COMM.( 1 . PUBLIC I ► INDUS.( i NEW ► OLD I ► REW.I ) ADDITION 1 1 TRAILER 1 ) TEMP.I 1 SIGNS ( ! SO.FT. SERVICE: NEW( 1 INCREASE( ! REPAIR 1 ) FEE Q CS CONDUCTOR SIZE AMPS dO D COPPER I ALUM. (L').�l SWITCH OR BREAKER CJO AMPS PH W VOLT ACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.80 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED0.100 AMPS. OVER APPLIANCES I IBELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT G-1 OVER MOTORS N.P. i VOLTAGE PHS NO. I'H.P. VOLTAGE PHS MISCELLANEOUS 1 0'400622 CITY QF ATLANtIC 04ACA i' f[€f',34 :,' iR k .a,e.wn�.r.".».w .r w: 091 .a...,rw.«... YY (y, TJ`�+ it Y FtIDA 32233. y,/j!�jyq fg. �y y {y; �4$��1`� 'y[�'+y��y{� A'1MT:F k Jl w+r W`"Y_yv Mk w�r w+! L MP ` bP irri�4� if i,W.i t ` Drw 1 0Vlt 1 Vat 1*0 233 05 'ATLAXTIO ' lx 6;work . + �r�p h. �4wf� C�TIT ' .. # A #0 RAW, SAS � �i " ` '" i 1; WMA ,w, ` A NL NOTM k. i 1 ]_ N©TtC - -At�t.Ct�AMCt# E FD MBA140 FOO TM SM USTBe $10'E T1Ed BEFOR!Fat1RtNG FE(�w Ut�IDISIX MC'NTFiS AFT R DA' E 1F tS tJE SUti.QtNC MATERl+#.,RtJEtS1 H l`Ni # titS`,FRDM THIS WORK MUST NOT BE'PLA CED IN:F�tfSLIG SPA,CE,AND MUST BE Ct:EAFtD.UP AND HAUL E"D AWAY Y F `t`IF2 CC)Nl RACfit7R OR OWNER. `*FAi�UF Tf) CQ� PLY IN/'i' 'H THEM E`CHANCS'' .# LAW CANEU.L' " Its) THE PROPE MV �J�1�EA �'AYING TWICE FCst� tirUI D"NG',1MP OVEMENTS.$, iSSUE0-ACCORDING;TQ APl�R�3Vebt PLANS. WHICH ARE PAR OF TtitS PERMIT AND SUBJECT TO REVfJCATION i=QR 1/1C)LATt6}N OF AP ". tCi48LE PR©1/ISt®(�tS'OF LAW, AN EA UtL{31NG;tRAR'TIE iT CITY OF ATLANTIC BEACH ` r111 LICATION FOR PLUMBING PERMIT 249-2395JOB LOCATIS o PLUMBING CON RQCTQR 'IF. W. FAIR PLUMBING COMPANY LICENSE NUMBERS MP145 State RF0037503 OWNER BUILDING CONTRACTOR s L A p a\ TYPE OF BUILDINGi _SINKS = / SHOWERS 4 LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS OTHER jS TOTAL FIXTURE COUNT. X$3. 50 + $10. 00 .DATE__ ' / / TOTAL AMOUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. tt f, a t ------------- ADDRESS_1_�—L_ CONTRACTOR OWNER ' -- ----------------------------- BUILDING c2- _ MECHANICAL PLUMBING ELECTRICAL TEMP POLE MISC ELECTRICIAN --------------------------- DATE FAILED DATE PASSED TEMP POLE JEA FOOTING T ROUGH PLUMBING SLAB ----------- ----------- R`,. FRAMING MECHANICAL/FIREPLACE TOP OUT PLUMBING ROUGH ELECTRIC FINAL ELECTRIC FINAL BUILDING ----------- ----------- ELEVATION SUBMITTED ----------- ----------- CERTIFICATE OF"OCCUPANCY DATE ORDERED DATE ISSUED CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION PERMIT# 1194 LINKSIDE COURT EAST SUBDIVISION 521 ATLANTIC BEACH, FLORIDA 32233 selva linkside OWNER NAME PHONE BILLY ARZIE (904)249-4526 LEGAL DESC: LOT BLOCK SECTION PERMIT TYPE Wit CLASS OF WORK BUILDING 3CONTRACTOR PROPOSED USE NEW W, BILLY ARZIE SINGLE FAMILY , z z 0 WORK DESCRIPTION construct single family dwelling water account# 260378 z INSPECTION REQUIRED INSPECTOR 1 FOOTING AM a Z DATEINSPECTED�Z -i2 C�" APPROVED REJECTED ❑ COMMENTS ^ CITY OF ATLANTIC BEACH 4h BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION PERMIT# 1194 LINHSIDE COURT EAST SUBDIVISION 521 OWNER NAME PHONE ATLANTIC BEACH, FLORIDA 32233 selva linkside cc w4 ', BILLY ARZIE 4E9041249-4526 Cn LEGAL DESC: LOT BLOCK SECTION PERMIT TY CLASS OF WORK LU a4 ~COPROPOSED USE NTRACTOR BUILDING Z NEW Z It BILLY ARZIE SINGLE FAMILY 0WORK DESCRIPTION construct single family �?Is44pg water account* 260378 O INSPECTION REQUIRED Z 1 FOOTING AM DATE INSPECT APPROVED ❑ REJECTED ❑ COMMENTS CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT t JOB LOCATION 1194 LI'NKSIDE COURT EAST PERMIT# 622 SUBDIVISION OWNER NAME PHONE LEGAL DESC: LOT BLOCK SECTION PERMIT TYPE plumbing U CLASS OF WORK ri e W w CONTRACTOR PROPOSED USE single family FAIR PLUMBING z WORK DESCRIPTION ROUGH PLUMBING 4 z z INSPECTION REQUIRED INSPECTOR 2 DATE INSPECTED By APPROVED REJECTED COMMENTS CITY OF ATLANTIC BEACH BUILDING DEPARTMENT INSPECTION REPORT JOB LOCATION 1194 LINKSIDE COURT EAST PERMIT# 521 ATLANTIC BEACH, FLORIDA 32233 SUBDIVISION selves linkside OWNER NAME PHONE W BILLY ARZIE (904)249-4526 F LEGAL DESC: LOT BLOCK SECTION PERMIT TYPE w CLASS OF WORK BUILDING a ) CONTRACTOR PROPOSED USE NEW z BILLY ARZIE SINGLE FAN1Y z g WORK DESCRIPTION €c construct single family dwelling water account# 260378 - INSPECTION REQUIRED 3 SLAB INSPECTOR AN DATEINSPECTE A�l BY flG2 APPROVED �� REJECTED ❑ COMMENTS ti`: PSA-3844 0 DEPARTMENT OF BUILDINGI CITY OF ATLANTIC BEACH i �. . PE]ZMIT INP` DATION - LOCATION INIPORMATIO14 -- L' rm t I~it tuber: 16E�f 5 Addrei s : 1.1:9 LINKS.IDI�`' COURT EAST_ 'Per mit Type:PLUMBING A'TLAI TIC BEACH, rLORI'DA 32233 $Asea of Nark:ALTERATION - DESCRIPTION,---- - LEGAL D Guns t r. Typt M WOOD FRAME 1 cock: Lot + --------- T�a��__��► Proposed Use: +3INdLE FAMILY Section., 0 Subdk Rn�r, I �A+ Doe :1.11 .5.: .Q y y, Subdivision.:SEI:•VA LIN? S DE- �. Ettt . Walue. Improv., Cost �►x QC► t TotaI Fees: 25.00 Amount ; �� s S .4 atE' � fox Les�� / SEWER LTL � � j 9v f C .. . �* 70 �- _ APPLICATION _ .� Name PRRMIT 215.00 �,ddi,,. CCURT EAST FLORID �� A hon � r &61 � } 1 { . �:my DA B INC b hd 0 J�iCKSON 1�L4R I L3A 3 2 3 9 i Lxcr C `C225t Exp: l I 44 rs � t y 1 Nb'[IC INPECTIC�N$ MIiNL NEQUESTEU AT I.EA M I IOI+L CLltMta MA'tENAL,RUBBISH Ai# IEi# FibM THIS WpfiK MU3 NQTl �LAt �D 11 tBl#C BPAC,, A�`I<►Ft 'I'BE Lei #UP AtYp HAUIEn A�I�tAY 9Y #TREK CO!#'TRACI iR t)R C3IVEt~i # f � r a f 2011' � tpliJc "iTo �PRivc� ¢tls wMNCHI: RA#"It O T#ii� t'E�IIT AQI~ 'fro '..r, .w . .. : �� Ia�►1.k>�ARk.�PROr%IB1+�I�BL.A� � s ATAPiT C BEACH BiJ.tL1,NG©'ERAV Iii8 'j I i I i CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT . JOB LOCATION: l I �� 5'> C7,G or OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR / ' David Gray Plumbing, AND ADDRESS: TELEPHONE NUMBER'. '�`f��- ��5� 022586 STATE LICENSE NO: TYPE OF BUILDING: ��5� � K I TYPE OF WORK: /a" HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $ ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION BEFORE COVERING UP (904) 247-5834 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 900-A$6 SECTION 9—RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES REVISED: 1/87 DEPARTMENT OF COMMUNITY AFFAIRS NORTH 1 2 3 This form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9.An alternative to this method for single-family detached dwellings,and multifamily attached dwellings of three stories or less,is provided in Section 10.Multifamily attached dwellings greater than three stories must comply under Section 9 or 5.Additions to existing residential buildings must comply under Section 9 or 10.Additional information maybe obtained from your local building department or the Department of Community Affairs,Energy Code Program,2571 Executive Center Circle East,Tallahassee,Florida 32399. PROJECT NAME BUILDER: VIA r &I e AND ADDRESS: 'e vok -1 t S( PERMITTING CLIMATE 2 3 t C_ ,ea.G OFFICE: ZONE: OWNER: e l\fti �,t yti� (�C� Q PERMIT JURISDICTION p NO.: NO.: � � 0❑_ NEW CONSTRUCTION IF MULTIFAMILY,NUMBER OF CONDITIONED[]� SQ. GLASS AREA AND TYPE UNITS COVERED BY FLOOR AREAFT CLEAR TINT,FILM,SOLAR SCREEN ADDITION ❑ THIS SUBMITTAL: LENGTH �.� FT SINGLE- SQ. SINGLE �FT MULTIFAMILY ATTACHED ❑ CHECK IF THIS SUBMITTAL FT. PANE FT d REPRESENTS A WORST CASE PORCHOVERHANGDOUBLE- SQ. DOUBLE- so. SINGLE-FAMILY DETACHED CONDITION: ❑ LENGTH m.❑ FT. PANE FT. PANE � FT. NET WALL AREA AND INSULATION MASONRY R = FRAME R = STEEL STUD R = LOG R =_1 FT FTI[I I FT��' 7FT FT. FT. CEILING AREA AND INSULATION FLOOR TYPE AND INSULATION UNDER ATTIC R = SGL ASSEMBLY R = SLAB PERIMETER R = RAISED:WD CON 0 R It -7 FQ. � � SQ. I 'J FT I E EEIZI;4MFQ. [R / DUCTS COOLING SYSTEM HEATING SYSTEM HVAC CREDITS HOT WATER SYSTEM HOT WATER CREDITS IN UNCONDITIONED CENTRAL ❑ ETELECTRIC STRIP HEAT EILING FANS ' ELECTRIC ❑ SOLAR �:C SPACE R = ❑ ROOM ❑ NATURAL GAS PUMP ROSS VENTILATION ❑ NATURAL GAS ❑ HEAT RECOVERY ❑ PACKAGE TERMINAL ❑ ROOM UNIT OR ❑ OTHER WHOLE HOUSE FAN ElOTHER FUELS ❑ DEDICATED HEAT PUMP AIR CONDITIONER PACKAGE TERMINAL FUELS IN SPACE R NED ❑ NONE HEAT PUMP ❑ NONE ❑g RIRIERDIANT NONE SF/EF E1.11 SEER/EER = I © COPIAFUE_ ❑ MULTIZONE NUMBER OF EF = BEDROOMS _ INFILTRATION X 1100 PRACTICE USED 6 7 � _ W 3 2 TOTAL AS-BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I. ❑ #1 122 ❑ #3 CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Section 553.907 F.S., I hereby certify that the plans Review of the plans and specifications covered by this calculation indicates and specification ered by this calculation are in compliance with the compliance with the Florida Energy Code.Before construction is completed,this Florida Energy C ` 4. building will be inspected for compliance in accordance with Section 553.908 F.S. OWNER/AGENT: t Com"" BUILDING OFFICIAL: DADATE: A I PRESCRIPT E MEASURES Must be met or exceeded hy all residences. OM ONENTS SECTION REQUIREMENTS CHECK WINDOWS 904.1 MAXIMUM OF 0.5 CFM PER LINEAR FOOT OF OPERABLE SASH CRACK. EXTERIOR& 904.1 MAXIMUM OF 0.5 CFM PER 80.FT.OF DOOR AREA. INCLUDES SLIDING GLASS DOORS,SOLID CORE, ADJACENT DOOR D PANEL, INSULATED, R GLASS DOORS ONLY. EXT.JOINTS& 904.1 TO BE CAULKED,GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED. CRACKS MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND WATER HEATERS 904,2 STANDBY LOSS REQUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC),OR CUT-OFF AGASLMaT BE PROVIDED. AN EXTERNAL OR BUILT-IN HEAT TRAP MUST BE PROVIDED. %'4A%%QIG POOLS 904.3 SPAS&HEATED POOLS MUST HAVE COVERS(EXCEPT SOLAR HEATED). NON-COMMERCIAL POOLS MUST SPAS I HAVE A PUMP TIMER. GAS SPA&POOL HEATERS MUST HAVE MINIMUM THERMAL EFFICIENCY OF 75%. HOT WATER 904.4 INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS INCLUDING HEAT RECOVERY UNITS.IN SUCH CASES,PIPING HEATLOSS PIPES SHALL BE LIMITED TO 17.5 BTU/H/LINEAR FOOT OF PIPE. 41A SHOWER HEADS 904.5 WATER FLOW MUST BE RESTRICTED TO NOM RE THAN 3 GALLONS PER MINUTE AT 20 TO 80 PSIG. HVAC DUCT 903.2 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS&LOCAL MECHANICAL CODES. DUCTS IN CONSTRUCTION N ONDITIONED SPACE MUST BE INSULATED TO MINIMUM R- 4.2&JOINTS MUST BE HVAC CONTROLS 904.7 SE ARATE READILY A IBLE MANUAL ORAT TIC THERMOSTAT FOR EACH SYSTEM. INSULATION I w4.9 I CEILINGS–MIN.R-19. COMMON WALLS–FRAME R-11 OR CBS R-3, FRAME COMMON CEILINGS&FLOORS R-11. 1 SUMMER CALCULATIONS CLIMATE ZONES 1 2 3 tGLASS BASE BASE z GLASS SINGLE-PANE OR DOUBLE-PANE SUMMER AS-BUILT- x SUMMER = SUMMER 'L' x SUMMER POINT MULT. SUMMER POINT MULT. x OVERHANG= GLASS o AREApT. MULT. POINTc AREA CLEAR TINT** TINT•• FACTOR(9B) UM.pT . N 40:7 41.5 383 __ _34.9- u-71 _ ©'L NE 53:7 _. f' -NE 7 -61.5 6T.6.. ...._ 57.7 _51,D _ __84'.9 .. 9 83.9 _79.7_ .. _ 68.9SE _ 1= 79.1 SE 85.4 84.3 79.1 1 68.8 __66:2- .. __. _ S __ -nz . 72.7 66:2 58.2 _ W 79.1 SW 85.4 84.3 79.1 68.8 yY_ __.. -iN 84.9 83.9 ) 79 7..__ 88 9_..,. NW ..._ . , _ __ 61 _ 61-6 .__ _._...__57:7 - H' 66.2 H' 290.2 250.1 '267.0 195.3 O t7 COND. TOTAL BASE BASE ADJUSTED AS-BUILT .155 x FLOOR + GLASS = ADJUST. x GLASS = GLASS GLASS ARFA I ARIAFACTOR SV§IOTaL I BASE ..-SUBTOTAL .15 S COMPONENT BASE SUMMER= BASE COMPONENT SUMMER AS-BUILT DESCRIPTION AREA x POINT MULT. SUMMER DESCRIPTION AREA x POINT MULT. = SUMMER POINTS (9C THRU 9G) POINTS EXTERIO P572 ,g _ ADJACENT .7 3 EXTERIOR 7.7 w g ADJACgNT 2.9 0 ♦ UNDER ATTIC .6 O 70 - o OR SINGLE .6 c ASSEMBLY BASE CEILING AREA EQUALS FLOOR AREA UNDER CEILING. AS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. ♦ cc LA -37.0 r g RAI ED0 - 3.99 - ✓wje J LL __ Nfl_ FOR SLAB-ON-GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. ♦ INFILTRATION 8.0 USE TOTAL FLOOR AREA OF CONDITIONED SPACE. TOTAL COMPONENT BASE SUMMER P NT TOTAL MPONENT R P I T BASE COOLING I TOTAL BASE BASE TOTAL AS-BUILT I AS-BUILT I AS-BUILT AS-BUILT COOLING SYSTEM x SUMMER = COOLING AS-BUILT x DM x CSM x CCM = COOLING SYSTEM MULTIPLIER i POINTS POINTS SUM.PTS. 9H 9K) I POINTS .46 2cp143 /SozG +0S 3 71 lIOro 1 32 . � l ' ( ► Z dry NUMBER BASE BASE AS-BUILT NUMBER AS-BUILT AS-BUILT AS-BUILT HOT OF x HOT WATER = HOT WATER HOT WATER OF x HWM x HWCM = HOT WATER WATER BEDR M MULTIPLIER POINTS SYSTEM DESC. BEDROOMS 9M 9N POINTS SYSTEM 3 3803 l40 '�FO nJ g- I / a 9 H = Horizontal Glass(Skylights) For glass with known Shading Coefficient, see sec.903.2(a).Tint Multipliers may be used for glass with solar screens,film,or tint. -2- 91 HEATING SYSTEM MULTIPLIERS(HSM) CLIMATE ZONES 1 2 3 , SYSTEM TYPE HEATING SYSTEM MULTIPLIERS Heat Pump P 2. -2. 9 2.7-2.89 2.9-3.09 3.1 -3.29 3.3.3.49 ! 3.5-3.69 3.7-Ur) �.` HSM .56 .52 .48 .45 , .42 .40 .38 Electric Strig HSM 1.0 Gas&Other Fuels HSM 1.0 See Table 9.1 for Cr it Multi]) rs PTHP&Room Units HSM HSM for COP 22-2.49 = .63. See above for COP 2.49. Minimums:Central Units 2.7 COP, PTHP&Room Units 2.2 COP. COP means Coefficient of Performance. 9J HEATING CREDIT MULTIPLIERS(HCM) SYSTEM TYPE HEATING Y T M MULTIPLIERS Attic Radiant Barrier HCM ,98 Multizone HCM ,90 Natural Gas AFUE .60- .64 .65-.69 .70- .74 .75-.79 .80-.84 5-.89 .90-U HCM .54 .50 .46 .43 .40 .38 .36 Other Fuels HCM 4 .77 .72 .6 .63 .59 .5 Where more than one credit is claimed, multiply HCM's together. Enter product on page AFUE means Annual Fuel Utilization Efficiency. 9K COOLING SYSTEM MULTIPLIERS(CSM) SYSTEM TYPE I COOLINr. Y TEM MULTIPLIERS SEER 7.8- 8.0• 8.5- 9.0 9.5- 10.0 10.5 11.0- 11.5 12.0- Central Units 7.9 8.4 8.9 9.4 9.9 10.4 10.9 I 11.4 11.9 &U CSM .44 .43 .40 .38 .36 .34 h .32 .31 .30 1 .28 PTAC&Room Unit CSM CSM for EER 7.5-7.7 = .46. For EER's]7:k,,sehultipliers above. Minimums: Central Units 7.8 SEER. Room Units 7.5 EER. PTAC under 13,000 BTUIH 7.5 EER,and over 13,000 BTU/H 7.0 EER. SEER means Seasonal Energy Efficiency Ratio. EER means Energy Efficiency Ratio. 9L COOLING CREDIT MULTIPLIERS(CCM) SYSTEM TYPE COOLING CREDITMULTIPLIERS C Ceiling Fan ,86 Multizone .90 Cross Ventilation or Whole House Fan(Credit for only one) .9 Aftic Radiant Barrer .95 Where more than one credit is claimed multiply CCM's together.Enter product on-Page 2. 9M HOT WATER MULTIPLIERS(HWM) SYSTEM TYPE HOT WATER IPLIER Electric EF .80- .81 .82- .83 .84-85 .86-.87 .88-90.90 .91 -.93 .94-96.96 .97&UP Resistance HWM 4183 4081 3984 91 ' 3 78 0 Natural Gas EF .48-.49 .50-51.51 .52-.53 .54-.55 7 .58-59.59 .60-.61 .62&U HWM 2259 2169 2085 2008 1936 1870 1807 1749 Other Fuels HWM 3494 354 3225 3105 2995 2891 2795 2705 Water heaters must comply with prescriptive measures of Table 9A.EF means Energy Factor. 9N HOT WATER CREDIT MULTIPLIERS(HWCM) SYSTEM TYPE HOT WATER CREDIT MULTIPLIERS Solar Water Heater SF 1 .2 .3 .4 5 .6 .7 .8 .9 1.0 HWCM .9 .8 .7 .6 5 4 .3 .2 .1 .0 Heat Recovery Unit* With Air-conditioner Heat Pump HWM .62 .58 Dedicated Heat Pump EF 2.0-2.49 2.5-2.99 3.0-3.49 .5&U HWM 1 .44 .35 .2 .2 A HWM must be used in conjunction with all HWCM. See Table 9M. SF means Solar Fraction. EF means Energy Factor. *Form 9000-86 must be submitted to obtain credit for Heat Recovery Unit. 9P INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST(See Section 903.2(f)) COMPONENTS REQUIREMENTS FOR EACH PRACTICE CHE K PRACTICE #1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVgS ON TABLE 9A. PRACTICE#2 COMPLY WITH PRACTICE#1 AND THE FOLLOWING: Exterior Walls and Floors T plate n trations sealed, Infiltration barrier installed. le plate/floor'oint caulked or sealed. Exterior Walls&Ceilings Pen trations, *oints and cracks on interior surface caulked,sealed or gasketed. Ductwork Ductwork in unconditioned space mut be sealed. Fire lace E i with outside combustion air,doors,and flue am ers. Exhaust Fans Equipped!with damM.Combustiondevices see 90 .2 . Combustion Heating Combustion space&water heating systems provided with outside combustion air,except direct vent appliances: PRACTICE#3 QQMPLY WITH PRACTICES #1 AND#2 AND THE FOLLOWING: Ceilings -Infiltration-barrier instailled. Interior Walls Tog glate penetrations sealedor ooints&cracks on interior walls caulked, r gasketed, Recessed Lights -Sealed from conditioned space&insulated from venti!Bted atticspaces. Ductwork All uctwork located in conditioned space. Combustion Appliances Be in unconditioned space(except direct vent),draw air from unconditioned space,exhaust by-products to outside.Stoves see 903. 6 WINTER CALCULATIONS CLIMATE ZONES 1 2 3 zBASE WINTERI BASE '- SINGLE-PANE DOUBLE-PANE WINTER I AS-BUILT GLASS x W GLASS x OR ,,, x POINT __ WINTER WINTER POINT MULT. WINTER POINT MOLT. OVERHANG = GLASS Fr AREAMULTIPLIER POINTS c AREA CLEAR TINT" TINT" FACTOR(9B) WIN.PTS. j 3 -- t3.8 13:64 7.3 A 8;1 4.6 ME 10.7 10.5 4.6 6.0 D _. -E-_. _w� 9-, - _ 3.8 3.6 _ _ 9.2 _ 5.7 -- c SE -22.7 SE -18.1 -17.5 -22.7 -17.3 - - _-28:4 S -24.0 -23.0 28.4.._.. -=2 .3 SW -22.7 SW -18.1 -17.5 -22.7 -17.3 W _ 9:2 - 3.8 3.6 - 9.2- _ _.5.7 . NW _ ._. 4.6 NW 10.7 10.5 4.6 6.0 H' -28.4 H' -67.6 -59.1 -57.7 -45.0 N J COND. I TOTAL BASE BASE ADJUSTED AS-BUILT .15 x FLOOR + GLASS = ADJUST x GLASS = GLASS GLASS AREA I AREA FACTOR I SUBTOTAL I BASE WP SUBTOTAL .15 / BASE x POINTNTER AS-BUILT MULT. = WINTER COMPONENT AREA x BASE WINTER = WINTER COMPONENT AREA DESCRIPTION POINT MULT. POINTS DESCRIPTION 9C THRU 9G POINTS EXTERIOR O1 2.2 X-11, 7 $ ADJACENT 3.6 3 1 � � EXTERIOR 15.4 woo ADJACENT 13.3 1 � UNDER ATTIC 1-7 ff4l 1.2 - 1.7 Ke I tr2- OR SINGLE 1.2 v ASSEMBLY 1.2 BASE CEILING AREA EQUALS FLOOR AREA UNDER CEILING. AS-BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. 1 SLAB 8.9 11korO C RAISED 2 .96 er J LL Fff� FOR SLAB-ON-GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. v v INFILTRATION O 1 7.4 O USE TOTAL FLOOR AREA OF CONDITIONED SPACE. 1 � TOTAL COMPONENTE WINTER-POINTS TOTAL COMP AS-BUILT WINTER POINTS T BASE HEATING TOTAL BASE BASE TOTAL AS-BUILT I AS-BUILT I AS-BUILT AS-BUILT HEATING SYSTEM x WINTER = HEATING AS-BUILT x DM x HSM x HCM = HEATING SYSTEM MULTIPLIER I POINTS POINTS WIN. PT 9H 91 9J POINT .59 BASE BASE BASE TOTAL AS-BUILT AS-BUILT AS-BUILT TOTAL COOLING + HEATING + HOT WATER = BASE COOLING + HEATING + HOT WATER = AS-BUILT POINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTS oFrom P.2 From P.2 Enter on P.1 From P.2 From P.2 Enter on P.1 -10 ©$' H = Horizontal Glass(Skylights) •' For glass with known Shading Coefficient,see sec.903.2(a).Tint Multipliers may be used for glass with solar screens,film,or tint. -4- SUMMER POINT MULTIPLIERS (SPM) 9B SUMMER OVERHANG FACTORS(SOF)For single and double pane glass. CLIMATE ZONES 12 3 Poo. OH RATIO .0-.11 .12-.17 .18-.26 .27-.35 .36-:46 .47-.57 .58-.70 .71-.83 .84-1.18 1.19-1.72 1.73-2.73 2.74+ N 1.0 .94 L.91) 87 .83 .79 .76 .72 .69 .63 _56 .50 m i NE/NW 1.0 .91 . :86 .80 .75 .71 .67 .63 .55 .48 .42 Uj o E/W - 1.0 .92 .86 .80 .73 .68 .63 .57 .47 .39 .31 Uj SE/SW 1.0 .90 .82 .74 .66 .60 .54 .47 39 .32 .27 1 S 1.0 .9) .86 77 .68 .60 .54 51 .45 .39 .35 .31 SOH LENGTH* 0 ft. 11 ft. 2 ft. 3 ft. 3162 ft. 41h ft. 5%ft. 61h ft. 91h ft. 14 ft. 20 ft.+ k ect by Overhang Length,no part of glass shall be more than 8 ft.below the overhang. OVERHANG RATIO= OH LENGTH OH HEIGHT �fr L H L H ❑� H 9C WALL SUMMER POINT MULTIPLIERS(SPM) CONCRETE BLOCK FACE BRICK FRAME INTERIOR INSULATION EXT.INSULATION R-VALUE WOOD FR Lam' WOOD NORMAL WT. LT. WT. NOR.WT. LT. WT. 0- 6.9 2.4 6 INCH R-VALU EXT ADJ R-VALUE EXT ADJ EXT EXT EXT 7-10.9 .6 R-VALE EXT 0 .9 5.5 2.2 0- 2.9 2.2 1.1 1.7 2.2 1.7 11 . 18.9 .4 0-2.9 1.5 7-10.9 .8 3- 4.9 1.3 .8 1.0 .8 .7 19.25.9 .2 3-6.9 1.0 11 . 12,9 1.7 .7 5. 6.9 1.0 .7 .8 .5 .4 26&U .1 7&U .8 13-18.9 .6 7-10.9 .7 .5 .6 .3 .2 R-VALUE BLOCK 8 INCH 19-25.9 .4 11 -18.9 .4 .4 .4 .0 .1 0-2.9 1.0 R-VALUE EXT 26&U .6 .2 19-25.9 .2 .2 .2 3-6.9 .6 0-2.9 1.0 TEE 2 .1 .1 .1 7.9.9 .4 3-6.9 .7 R-VALUE I EXT ADJ 1 7 0- 6.9 7.6 2.8 7-10.9 3.5 1.3 11 -12.9 2.7 1.0 9E CEILING SUMMER POINT MULTIPLIERS(SPM) 1 -18.9 0.9 UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF H19'2 .9 2.2 0.8 -VALUE SPM R-VA UE SPM CEILIN TYPE UD 1.2 0.4 19-21.9 1.1 10-10.9 2.9 R-VALUE DROPPED EXPOSED 22.25.9 1 -12.9 2.6 10- 13.9 3.2 3.5 6-29.9 13-18.9 2.4 14-20.9 2.2 2.4 30-37.96 1 -2 .9 1.8 21 &UR 1.5 1. i6 9D DOOR SUMMER POINT MULTIPLIERS(SPM) DOOR TYPE EXTERIOR ADJACENT 9F FLOOR SUMMER POINT MULTIPLIERS(SPM) SLAB-ON-GRADE RAISED RAISED WOOD WOOD 7.7 2.9 EDGE INSULATION CONCRET (See 903.2(e)) R-VALE R-VALUE SPM R-VALUE SPM INSULATED 8.5 3.1 0-2.9, 41.2 0-2.9 - .8 0- 6. -1.0 3-4.9 3.4.9 -1.3 7. 10.9 5-6.9 -36.2 5-6.9 -1.3 11 - 18.9 -1.0 7&U -35.7 7&Uo 19&U - :Zf 9G INFILTRATION SUMMER POINT MULTIPLIERS(SPM) 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICE R-VALUE With Return W/O Return SPM Air Duct Air Duct (See Table 9P) 4. 1.14 1.10 PRACTICE a 1 1 5.0 1.12 1.0 PRACTICE #2 8. 1.09 1.06 PRACTICE x 3 5.2 DUCTS IN OONIXTIONED SPACE 1.00 1:00 -3- WINTER POINT MULTIPLIERS (WPM) r 9B WINTER OVERHANG FACTORS(WOF) CLIMATE ZONES 12 3 III- OH RATIO 1 .0-.11 .12-.17 .18-.26 .27-.35 .36-.46 1 .47-.57 .58-.70 .71-.83 .84-1.18 1.19-1.72 1.73-2.73 2.74+ 1 SINGLE PANE E GLASS 1 N 1.0 1.08 1.12 1.16 1.20 1.24 1.27 1.31 1.38 1.45 1.51 NE/NW 1.0 1.09 1.13 . 1.20 1.26 1.33 1.39 1.45 1.50 1.63 1.74 1.84 E/W 1.0 . 7- .50 .16 -.20 -.60 -.95 -1.32 -1.73 -2.51 -3.31 -4.05 m 1 SE/SW 1.0 .88 .77 .66 .52 .39 .25 .10 -.21 -.48 -.74 oc S 1.0 .9 .92 .84 .74 .60 .46 .29 .13 -.24 -.54 -.67 w DOUBLE PANE GLASS `4 j N 1.0 1.09 :i'41.13 1.19 1.25 1.31 1.37 1.42 1.48 1.58 1.69 1.79 NEINW 1.0 1.15 ( 1 1.35 1.46 1.58 1.68 1.78 1.87 2.09 2.28 2.46 1 EIW 1.0 .85 .77 62 .46 .28 .12 -.05 -.24 -.59 -.96 -1.29 i SE/SW 1.0 .93 .82 .72 .61 .51 .40 .28 .03 -.19 -.40 1 S 1.0 .96 94 .87 .78 .67 .55 .41 .27 -.04 -.29 1 -.40 PTH LENGTH* 0 ft. 1 ft. 1 Y2 ft. 2 ft. 3 ft. 31h ft. 41h ft 5%ft. 6%ft. 91h ft. 14 ft. 20 ft-, *To select by Overhang Length,no part of glass shall be more than 8 ft.below the overhang. OVERHANG RATIO= OH LENGTH H HEI HT T_�L H L 9C WALL WINTER POINT MULTIPLIERS(WPM) CONCRETE BLOCK FACE BRICK FRAME INTERIOR INSULATION EXT.INSULATION R-VALUE WOOD FR LOG WOOD NORMAL WT. LT.WT. NOR. WT. LT, WT. 0- 6.9 12.6 6 INCH R-VALE EXT AD R-VALUE EXT A J EXT EXT EXT 7- 10.9 4.2 R-VALUE EXT 0- 6.9 11.1 10.4 0- 2.9 11.2 6.8 8.8 11.2 8.8 11 -18.9 3.5 0-2.9 4.5 7-10.9 .4 4.4 - 4.9 7.3 5.1 6.1 5.6 4.9 19-25.9 2.2 3-6.9 2.8 11 . 12.9 .3.7 3.6 5- 6.9 5.7 4.2 4.8 4.3 3.9 26&UD 1.4 7&U 2.1 13- 18.9 3.4 3.3 7- 10.9 4.6 3.5 4.0 3.3 3.1 R-VALUE BLOCK 8 INCH 19-25.9 2.2 2.2 11 - 18.9 3.0 2.6 2.8 2.2 2.2 0-2.9 7.9 R-VALUE EXT 26&Up 1.5 1.5 19-25.9 1.9 1.7 1.8 3-6.9 5.7 0.2.9 3.0 STEEL 2§&UR 1.3 1.2 1.3 7-9.9 3.8 3.6.9 2.2 R-VALUE EXT ADJ Enl, 10&U 3.0 7&Uv 1.7 0- 6.9 15.1 13.1 7-10.9 7.3 6.6 9E CEILING WINTER POINT MULTIPLIERS(WPM) 11 -12.9 5.7 5.2 UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF 13-18.9 5.2 4.9 R-VALUE WPM R-VALUE WPM CEILING TYPE 19-25.9 1 4.6 1 4.4 19.21.9 2.0 10-10.9 3.2 R-VALUE DROPPED EXPOSED 26&Ug 1 2.7 1 2.6 22.25.9 1.7 11 -12.9 2.9 10-13.9 2.9 3.3 26-29.9 1. 13-18.9 2.6 14-20.9 2.0 2.1 9D DOOR WINTER POINT MULTIPLIERS(WPM) 30-37.9 .2 19-25.9 2.0 21 &Up 1.3 1.3 38&Up 1 9 1 26&Up 1 1. DOOR TYPE EXTERIOR ADJACENT 9F FLOOR WINTER POINT MULTIPLIERS(WPM) WOOD 15.4 13.3 SLAB-ON-GRADE RAISED RAISED WOOD EDGE INSULATION CONCRETE See 903.2(o)) INSULATED 16.8 14.5 R-VA UE R-VALUE WPM R-VALUE WPM 0-2.9 18.8 0-2.9 9.9 0- 6.9 8.3 3-4.9 3.4.9 5.1 7- 10.9 5-6.9 7.6 5.6.9 3.6 11 -18.9 2.2 7&Up 7.0 7&Up 2.9 19&U 96 INFILTRATION WINTER POINT MULTIPLIERS(WPM) 9H DUCT MULTIPLIERS(DM) INFILTRATION PRACTICE R-VALUE With Return W/0 m (See Table 9P) WPM Air Duct ' Duct 4.2-4.9 1.14 t 1--%-') PRACTICE 1:6-- PRACTICE s 1 10 5.0-6.6 1'12 PRACTICE b 2 7.4 6.7&Up 1.09 06 J PRACTICE a 3 4.1 DUCTS IN CONDITIONED SPACE 1.00 1.,DO- -5-