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Permit Folder 2093 Beach Avenue CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 10-00000335 Date 3/29/10 Property Address . . . . . . 2093 BEACH AVE Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 8000 ---------------------------------------------------------------------------- Application desc DUNEWALK OVER ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SHIPP JOHN OWNER PO BOX 6347 ST THOMAS VI 00801 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 3/29/10 Valuation . . . . 8000 Expiration Date . . 9/25/10 ---------------------------------------------------------------------------- Special Notes and Comments no charge per m griffin cbo 3/29/10 Roll off container company must be on City approved list and container cannot be placed on City right-of-way. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. rr •air City of Atlantic Beach APPLICATION'NUMBER Building Department (To be assigned by the Building department) n�. /. 800 Seminole Road 7. ��� Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date ranted: City web-site: http.-111 wcoab.us F APPLICATION REVIEW AND TRACKING FORM Property Address: 3 �•_c..c_ Department review required Yes leo Building Applicant: Planning&Zoning Tree Administrator l/ Project: !�i 6A�_ Public Worcs Public UtiCifies Public Safety Fire Services Other Agency Review or Permit Rec€u€red Review or Receipt Date. of Permit Verified B Florida Dept of Environmental Protection 4C-;Ca—64.1 Florida Dept of Transportation St Johns River Wafer Management district G ,(/ • Army Corps of Engineers v Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS A OA Reviewing Department First Review: [Approved. ❑Denied. Q (Circle one.) Comments: � � �l•2� BUILDING ��— ,�,Ar/�/- 2. Z PLANNING&ZONING Reviewed bDate: TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. PUBLIC WORDS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Public Works Plan Review Comments b Initials: Date: 3 ZI lbr Application Permit#: /0 - 335 Projeet'Name/Address: a( '3 Fact, AUC : fi�eek�1ts App a ion rrraAdng am nts .DDl�11i�Il`t Provide impervious surface calculations- Provide erosion and sediment control plans with installation details and maintenance M schedule. Provide drainage plans showing site topography (flow arrows, etc.) P ment lan,including Right-of-Way Permit if-using on ❑ Provide cstruction site manage ri ht-of-way for constructionParking- y prepared b a Florida Licensed Provide a pre-construction topographic curve P P y ❑. Professional-Land Surve or, ShOwina 1, contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on-site retention required ❑ per Section 24-Wb). (See attached info. Sheet) If on-site storage is required, a-ost constructiontopographic survey documenting ❑ proper construction will be require . ❑ A Right-of-Way Permit must be obtained for use A Revocable Encroachment Permit must be obtained. Pool—VJellpoirit(if used]must discharge into vegetated area 10' minimum from Fr.,7 street or dr ae feature (swe, structure or 1 oon . All concrete driveway aprons must be 5 inches thick,4000 psi,with fibenmesh from the-edge of the pavement to the property line. Reinforcing rods or mesh are not allowed in the ROW(Commercial driveways—6"thick). Any utility cuts in the road must be repaired using COi Standard Detail Case X and must be overlaid 10 feet in each direction.from the center of the cut. Repair must be shown on the plans. . P -Roll off container company.must be on City approved list and cannot be placed on City right-of-way: BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 Office (904) 247-5826 Fax(904)247-5845 Job Address: - 09'? fyf A.,tygir �3, f/ �—Permit Number: Legal Description Lo% r— iflilq,rzt $.� F N®3 C85 6V.Parcel# 0— ��%13eok t�;da�e g3, apx✓a/C°,Vakat on of Work$ srco Mp C� Class of Work(circle one): New Addition Alteration a air molition pool/spa window�do Useofexisting/proposed structure(s)(circle one): Commerci esident' B ��1Q If an existing structure,is a fire sprinkler system installed? (Circle one): es N / Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: lxe ne-P s�-ren%o�a ,0',5 Oh ��c�CaC� 4cCz- G✓-vlk C61C/11 Property Owner Information: Name: c)O&N � Jj` �' Address: ,7Q City State ZZZip 3 Phone - E-Mail or Fax#(Optional) &� ski 4 (0 c p,�.� r%�.,-.i G/ - /- o Contractor Information: n Company Name: 00AM ✓, �1 /��� Qualifying Agent: Address: City State Zip Office Phone Job Site/Contact Number Fax# State Certification/Registration# Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work wall be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void f work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a_peraod of six6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, urnaces,Boilers,Heaters, Tanks and Air Conditioners,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this plication and know the same to be true and correct. All provisions of laws and ordinances governing this type )j work will be co * het er specs zed herein or not. The granting of a permit does not presume to give authority to violate or cancel the Provisions of any other ederal,state, o 1 law c the performance of construction. Signature of Owner �J Signature of Contractor Print Name ) Sh e�� J� .. .................. .............................................................11j��....................... Print Name ......_............................................................................................................................ Swtriys ubscriJ�dd b,efore,me �/ Sworn to and subscribed before me thiof w(� 20 this Day of .20 otary Public Notary Public DEBORAH a WHITE *• ;+ ���jSS IO�pD Revised O l.26.10 4 Bonded ... Notary PubNc U ers n. CITY OF ATLANTIC BEACH OWNER / BUILDER AFFIDAVIT I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF YOU MAY BUILD OR IMPROVE A ONE—OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN"OCCUPATIONAL LICENSE"IS NOT ADEQUATE THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. V.ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. .20g3lJroacLi .2 .dJ Tal/ 7Yom q ADDRESS PHONE NUMBER S P NAME 3 2¢ SI ATURE DATE B r is day of 20_ in the county of Duval,State of Florida,has personally appeared herin by himself/herself and affirms that all statements and declarations are t nd accurate. Notary Public at Large,State of ,County of $tA'R�P DEBORAH A.WHITE MY COMMISSION#DD 634126 t rrr❑---rrr��Personally Knowni/-') •,. = EXPIRES:May 21,2011 8 roduced Identification- //�� //� ••. mxled mN Notary pubft Umdemdwy i Notary Signature: F:BLDG/Owner-Builder Affadavit;REVISED: 4/16/2009 I I -7y FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION o Bureau of Beaches and Coastal Systems _ 3900 Commonwealth Blvd-MS 300 permielVunaber: -8025143 W FLOR A Tallahassee,FL 32399-3000 _ (850)488-7708 1 No.ojPagesAttached: FIELD PERMIT PURSUANT TO SECTION 161.053 or 161.052,FLORIDA STATUTES FINDINGS OF FACT AND CONCLUSIONS OF LAW: The request for a permit was considered by the staff designee of the Department of Environmental Protection and found to be in compliance with the requirements of Chapter 62B-33,Florida Administrative Code(FA.C.). Approval is specifically limited to the activity in the stated location and by the project description,approved plans(if any),attached standard conditions,and any special conditions stated below pursuant to Paragraph 161.053(5),Florida Statutes. This permit may be suspended or revoked in accordance with Section 62- 4.100,FA.C. PROJECT LOCATION 1C // 0-1 �-! 1 L 1 L._ PROJECT DESCRIPTION: (I-)J 1C`1� 1�,� t / � *�1 P_ �i ra ( .m !A 5 ✓I C' C �! r! `� -4 VI( G i > � w f� . 4w.CL L- -f - ._ ! i✓ l 1 .l '( 46-Y t N s1G2 y"7 ` Z /" iiu --X iv1 SPECIAL PERMIT CONDITIONS: This permit is valid only after all applicable federal,state,and local permits aro obtained and does not authorize contravention of local setback requirements or zoning or building codes. This permit and public notice shall be posted on the site immediately upon issuance and shall remain posted along with local approval until the completion of any activity authorized by this permit Other special conditions of this permit include: -I Z--\ ���`!�✓�A r tin ! �,,�r' ° I���t�'' t/ 1�V ^-•' �C..6�.V�"�L. ��j) 4 j .,.����./;-�,-7 1./�it...�'yi� l �/}J7 Z./y,L (J r/ /r -��n. -j jam} STANDARD PERMIT CONDITIONS: The permittee shall comply with the attached standard field permit conditions. APPLICANT INFORMATION: I hereby certify that I am either: (la)the owner of the subject properly gi (lb)I have the owner's consent to secure this permit on the owner's behalf;and that(2)I shall obtain any applicable Ihxrhses or permits which may be required by federal,state,county,or municipal law prior to commenaxrnent of the authorized work; (3)I acknowledge that the authorized work is what I requested;and(4)I accept responsibility for compliance with all permit go fidons. Applicants Signature Dates? f Telephone No. %( a t/ ) fApplicants Printed , Address X ' Kapplicantisan agentjD&/ r�/ ltea i ? f �f�7d'/� /_ {7 , } ✓" C (/t1 Z1 ) 3 7 z- I a g 7 printed name ofprope V owner property owner's address property owner's telephone no. DEPARTMENT FINAL ACTION AND FILING AND ACKNOWLEDGMENT: This field permit is approved on behalf of the Department of Environmental Protection by the undersignc4 staff designee,and filed on this date,pursuant to section 120.52,F.S.,with the undersigned designated Deputy Clerk, 'pt of ' h is fheseby awe wledged. Seaff Designee/Depaty Clerk Printed ame ojDesignee/Deputy Clerk Date PUBLI NOTICE IS ON THE BACK OF THIS PERMIT. EXPIRATION DATE: (Erin cy permits issued ppursuant to Section 62B-33.014,FA.C.,are valid for no more than ninety days and otThei re permits are rd�no more th 2 months. The staff designee may specify a shorter ' it.) EMERGENCY PERMIT:E3 YES NO Approved plans are attached: DYES NO AND PUBLI NOTICE CONSPICUOUSLY ON SITE DEP form 73-122(Updated 01/06) Mile Copy-Tallahassee Office] [Yellow Copy-Applicanlj [Pink Copy-StaffDesigneel SS CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 10-00000335 Date 3/29/10 Property Address . . . . . . 2093 BEACH AVE Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 8000 ---------------------------------------------------------------------------- Application desc DUNEWALK OVER ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SHIPP JOHN OWNER PO BOX 6347 ST THOMAS VI 00801 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 3/29/10 Valuation . . . . 8000 Expiration Date . . 9/25/10 ---------------------------------------------------------------------------- Special Notes and Comments no charge per m griffin cbo 3/29/10 Roll off container company must be on City approved list and container cannot be placed on City right-of-way. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ._ City of Atlantic Beads APPLICATION'NUMER I3uidi ng E]apare€ (To be assigned by the Building department.) n 800 Seminole Road r Atlantic Beach,Florida 32233-5445 � Phone(904)247-5825 - l=ax(9G4)2'.47 5 ,,,.�R . , t -Q.R3 s' E-mail: building-deptQcoab.us Date miffed: City web-site: http:/1W w c oab.us _ APPLICATION REVIEW AND TRACKING FORM Property Address: � � 3 G�� Department rasa le a€e€ rd `►yes No Building Applicant: Planning&Zoning Tree Administrator Prolect: _ A Public Works ✓ Pubrin UtiCities a/ Public Safety Fire Services '�,•�`.._.���•',. .._.. -_ vs'.y`3'.s„Y,.rr�• _ _ �.�._ .4tSl'>--r+--+i.ayK��,.11 �� Miler Agency Review or ParteRecuiired Reviewor Receipt Data Of Permit vedffed By Florida Dept of Environmental Protection (( Florida Dept of Trafssportation V St Johns giver Wafer Managerrrent District Army Carps of Engineers yV/ Division of Hotels and Restaurants Division of AfcoEiofdc Beverages and Toba= other. APPLICATION IOC[STATUS Reviewing Depasrtriernt First Review. Approved. QDenied. rQ (Circle one.) Comments: c Air/BUILDING � �/ ir/ PLANNING&ZONING Reviewed by: pates TREE ADMIM Second ReviewA roved as revised ❑ Pp ODerded_ PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. QDenied. Comments: Reviewed € y: Date_ e'essd Et I€¢f Public Works Pian Review Comments Date: 3 I lb initials: Application Permit#: Project•NamelAddress: a03 :V ACI. AA _... _ •1 *n lrp y�'F 4 ,9d=,_ lation x $ _ Provide impervious surface calculations- Provide,erosion and sediment control plans with installation details and maintenance El schedule. . Provide drainage plan showing site topography(floe'aisows, etc.) Right-of-Way Permit if-using Provide construction site management'pian,including right=of--way for construction arkin . repared b a Florida Licensed 'Provide a pre-construction topographic survey P P Y Professional-Land Surveyor, showing 1, contours. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff. Provide Delta volume calculations and on- per Section 24-66(b).- (See attached info. Sheet) If on-site storage is required, a_post constructiontopographic survey documenting El ro er construction will be re aired A Right-of-Way Permit must be obtained for use A Revocable;Encroach�sient Permit must be obtained. Pool—Wellpoint(if used)must discharge into vegetated area 10' minimum from street or drainage-feature (swale, structure or lagoon).: All concrete driveway aprons must be S-inches thick,4000 psi,with fibermesh from the-edge of the pavement to the property line- Reinfo12 c ing rods or mesh are not allowed in the ROW*(Commercial driveways-6-thick). Any utility- cuts in the road must be repaired using CQJ Standard Detail Case X and must be overlaid 10 feet in each-direation_from the center of the cut.. Repair must be D shown on the plans. . P -Roll off container company.must be on City approved list and cannot be placed on City right-of way: M . BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 Office (904)247-5826 Fax(904)247-5845 Job Address: 209� 11 F/1Ch` rfv� �T-ltNt c &1,- f/ ?-z2 Permit Number: Legal Description&%7g v tz Alp,,7,-4 lam !3 'Mo.� C85 Cow.Parcel# Z79 0- 1',V&J, t&;.dly 73, R-✓al C° a fiat on of Work Class of Work(circle one): New Addition Alteration a air �esNo tion pool/spa window/do Use of existing/proposed structures)(circle one):. Commerci side Z��p If an existing structure,is a fire sprinkler system installed? (Circle one): Florida Product Approval# For multiple products use product app roval orm Describe in detail the type of work to be performed: ee-z ^f 2.,l%o tea// I-'C/Z P�oa/ cadr�"04a nF' a.,e 0,0? C610CA ocClo SS I.✓f-v41/1-,/1 Property Owner Information: Name: 0111V Address: ;?a?2 eqNac 4 z f ve d7lasFa Z—,-/ Al City dT/--c State Z[Zip, z3 2 3 Phone - E-Mail or Fax#(Optional) C erre-ca r% Contractor Information: Company Name: Z2ZA Qualifying Agent: Address: City State Zip Office Phone Job Site/Contact Number Fax# State Certification/Registration# Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance gf a permit and that all work wall be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void rf work is not commenced within six(6)months, or if construction or work is sur ended or abandoned fora ertod of six((6)months at any time after work is commenced I understand that separate permits must be secured for ElectricalpWork,Plumbing,Signs, ells,Pools, hurnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR EMTROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I here b certify that I have read and examined this plication and know the same to be true and correct. All provisions o,f laws and ordinances governing this type of Iwork will be co hether specf�d herein or not. The granting of a permit does not presume to gave authority to violate or cancel the provisions of arty othe ederal,state, o 1 law c the performance of construction. Signature of Owner // �� Signature of Contractor Print Name J 9 e�� )A< � Print Name SW subscrid bef�e Sworn to and subscribed before me thi 20/3 this Day of 20 otary Public ya' Notary Public DEBORAH A.WHITE Y D3412 �j Revised O1.26.10 �L Bond�edSkcThru Notary Public U 1 ers 3 CITY OF ATLANTIC BEACH ` (OWNER / BUILDER AFFIDAVIT 1. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE—OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WTTHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT ME AN UNLICENSED PERSON AS YOUR CONTRACTOR YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO$5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN"OCCUPATIONAL LICENSE"IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. V.ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. .20 73/311g, -A 37.2- Yoa 7 ADDRESS PHONE NUMBER s P NAME SB TURE DATE day of 20_ in the county of Duval,State of Florida,has personally appeared herin by himself I herself and affirms that all statements and declarations are t nd accurate. =MYCOMMISSICIN Notary Public at Large,State of County of ORAH A.WHITEMISSION#DD 634126❑Personally Known RES:MBy 21,2011 �roduced Identification- ✓/ u Notary Public Undamritata g&�X� Notary Signature: •I r:BLDG/O—r-Builder Affadavit;REVISED: 4/16/2009 i ��O��E�`��pROTECilOiy 1 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Bureau of Beaches and Coastal Systems _ - 3900 Commonwealth Blvd-MS 300 Pmnit Number_ -8025143 _ FLOR A Tallahassee,FL 32399-3000 (850)488-7708 No.of PagesAuached: � 1 `~FIELD PERMIT PURSUANT TO SECTION 161.053 or 161.052,FLORIDA STATUTES i FINDINGS OF FACT AND`CONCLUSIONS OF LAW: The request for a permit was considered by the staff designee of the Department of Environmental Protection and found to be in compliance with the requirements of Chapter 62B-33,Florida Administrative Code(FA.C.). Approval is specifically limited to the activity in the stated location and by the project description,approved plans(if any),attached standard conditions,and any special conditions stated below pursuant to Paragraph 161.053(5),Florida Statutes. This permit may be suspended or revoked in accordance with Section 62- 4.100,F.A.C. ff /f r PROJECT LOCATION: C2 : � -CL Ll n r _ _1A Ur q2— PROJECT DESCRIPTION: t `k"Ne On � 1"1 � � ��� f � /A�' {/((�,� `�� ^� x �- ) U / �. c��'i e �/!` ..S T�B f1l f ✓S -A-) L (/`J ,r� 40 -el ,.� r'� l t s iii C.l ( f`F J` !.��r ��,Ei -,1- �!0 `�-el f �-.Jw✓ �J V d r t f J -424 1 .G t 4.Ga e.- l Z J�� 7 / 6-i .4 N.1/ r' Alit _ d L/ ✓ C-1-A-C Id 1 ) V'-ZiVx',. Ci SPECIAL PERMIT CONDITIONS: This permit is valid only alter all applicable federal,state,and local permits are obtained and does not authorize contravention of local setback.requirements or zoning or building codes. This permit and public notice shall be posted on the site immediately upon issuance and shall remain posted along with local approval until the completion of any activity authorized by this permit. Other special conditions of this pernmit include: ' [)✓"dL- J2°Gti(.ti l 1�e'�► "/L'tr LEL fes! C)L 4,y l: At Tl�v'r Z"- �Al V STANDARD PERMIT CONDITIONS: The permittee shall comply with the attached standard field permit conditions. APPLICANT INFORMATION: I hereby certify that I am either. (Is)the owner of the subject property 2r (lb)I have the owner's consent to secure this permit on the owner's behalf;and that(2)I shall obtain any applicable licenses or permits which may be required by federal,state,county,or municipal law prior to commencement of the authorized work; (3)I acknowledge that the authorized work is what I requested;and(4)I accept responsibility for compliance with all permit tions. r "J„- ApplicanYs Signature Date 5� Telephone No. %( 4 V ) L 7 Applicants Printed Name (! Y �'�c D�{L' Address >? .��r.+ i S�C f ,/ / /t5'a' �� 7 �1 _ c Ificant is an agent. •�4 fj �f%Z�l l /r� ail" C 7 /r( �/ ) 3 77- �� printed name of property owner property owner's address properly owner's tekphone no. DEPARTMENT FINAL ACTION AND FILING AND ACKNOWLEDGMENT: This field permit is approved on behalf of the Department of Environmental Protection by the undersigned staff designee,and filed on this date,pursuant to notion 120.52,F.S.,with the undersigned designated Deputy Clerk,receipt of which is hepeby ae undersigned/ 7�4 313 Staff DesigrneeDeputyClerk PrintedlAlame ofDesigneelDeputy Clerk / Date I PUBLIC NOTICE IS ON THE BACK OF THIS PERMIT. EXPIRATION DATE: -9 / .:3 or (Ernnergency permits issued pursuant to Section 62B-33.014,FA.C.,are valid for no more than ninety days and other/Field permits are y`and no more than-l'2 months. The staff designee may specify a shorter tirft limit.) l� EWERGENCY PE1iI U:D YES f4 NO Approved pEans are attached: DYES 0 NO AND PUBLIC NOTICE CONSPICUOUSLY ON TDE SITE DEP form 73-122(Updated 01/06) Mile Copy-TallahasseeOfice] (YellowCopy-Applicant] [Pink Copy-Sta„fDesigneel CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept&gab.us Application Number . . . . . 07-00000643 Date 7/03/07 Property Address . . . . . . 2093 BEACH AVE Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 9000 ---------------------------------------------- ------------------------------ Application desc construct trellis on home (rear) ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ FREY, MARK/SHARON CHARLES COLLIER REALTY INC. 2093 BEACH AVENUE 4552 BAY HARBOUR DRIVE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 641-7533 ---------------------------------------------------------------------------- Permit . . . . BUILDING PERMIT Additional desc Permit Fee . . . . 75 . 00 Plan Check Fee 37 . 50 Issue Date . . . . 5/21/07 Valuation . . . . 9000 Expiration Date . . 11/17/07 ---------------------------------------------------------------------------- Special Notes and Comments *EMAIL INSPECTION REQUESTS TO: BUILDING-DEPT@COAB.US *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. Trellis must remain open and cannot later be enclosed or covered with any type of solid roof structure . ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total 37 . 50 37 . 50 . 00 . 00 Grand Total 112 . 50 112 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. `SS CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 ` INSPECTION PHONE LINE 247-5826 oil INSPECTION EMAIL REQUEST: Buildin�dept2coab.us Application Number . . . . . 03-00025977 Date 7/03/07 Property Address . . . . . . 2093 BEACH AVE Tenant nbr, name . . . . . . IRRIGATION METER Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ DIXON, JERROLD D. OWNER 2093 BEACH AVENUE ATLANTIC BEACH FL 32233 (904) 704-6768 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 4/30/03 Valuation . . . . 0 Expiration Date . . 12/02/03 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. s 1 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ►;� .y ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 lit INSPECTION EMAIL REQUEST: Buildin�dept2coab.us Application Number . . . . . 03-00025977 Date 7/03/07 Property Address . . . . . . 2093 BEACH AVE Tenant nbr, name . . . . . . IRRIGATION METER Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ DIXON, JERROLD D. OWNER 2093 BEACH AVENUE ATLANTIC BEACH FL 32233 (904) 704-6768 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 4/30/03 Valuation . . . . 0 Expiration Date . . 12/02/03 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CAPITAL IMPROVEMENT 325 . 00 WATER CONNECT/TAP & METER 525 . 00 WATER CROSS CONNECTION 35 . 00 ------------------------------------------------------------ ---------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 885 . 00 885 . 00 . 00 . 00 Grand Total 885 . 00 885 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. JLy- CITY OF ATLANTIC BEACH SS 800 SEMINOLE ROAD J77 ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 ji INSPECTION EMAIL REQUEST: Building-dept(a�coab.us Application Number . . . . . 02-00025163 Date 7/03/07 Property Address . . . . . . 2093 BEACH AVE Tenant nbr, name . . . . . . POOL Application type description SWIMMING POOL/SPA Property Zoning . . . . TO BE UPDATED Application valuation . . . . 32000 Owner Contractor ------------------------ ------------------------ DIXON SURFSIDE POOLS 2093 BEACH AVENUE 313 BEACH BLVD. ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-2666 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 190 . 00 Plan Check Fee 95 . 00 Issue Date . . . . 11/21/02 Valuation . . . . 32000 Expiration Date . . 11/12/03 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 190 . 00 190 . 00 . 00 . 00 Plan Check Total 95 . 00 95 . 00 . 00 . 00 Grand Total 285 . 00 285 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. , 1 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-deptggoab.us Application Number . . . . . 02-00025163 Date 7/03/07 Property Address . . . . . . 2093 BEACH AVE Tenant nbr, name . . . . . . POOL Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 32000 Owner Contractor ------------------------ --------------------- --- DIXON SURFSIDE POOLS 2093 BEACH AVENUE 313 BEACH BLVD. ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-2666 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . DAVID PRUETTES ELECTRICAL SVC. Permit Fee . . . . 75 . 00 Plan Check Fee . 00 Issue Date . . . . 1/21/03 Valuation . . . . 0 Expiration Date . . 11/12/03 ---------------------------------------------------------------------------- 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 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: BuijdjLig=de-pt&o,ab.us Application Number . . . . . 07-00000643 Date 5/21/07 Property Address . . . . . . 2093 BEACH AVE Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 9000 ----------- ----------------------------------------- ------------------------ Application desc construct trellis on home (rear) ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ FREY, MARK/SHARON CHARLES COLLIER REALTY INC. 2093 BEACH AVENUE 4552 BAY HARBOUR DRIVE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 641-7533 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 75 . 00 Plan Check Fee 37 . 50 Issue Date . . . . Valuation . . . . 9000 Expiration Date . . 11/17/07 ---------------------------------------------------------------------------- Special Notes and Comments *EMAIL INSPECTION REQUESTS TO: BUILDING-DEPT@COAB.US *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. Trellis must remain open and cannot later be enclosed or covered with any type of solid roof structure . ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75 . 00 75 . 00 . 00 . 00 Plan Check Total 37 . 50 37 . 50 . 00 . 00 Grand Total 112 . 50 112 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 'J)r% CITE' OF ATLANTIC BEACH PERMIT BUILDING / ZONING DEPARTMENT APPLICATION # 800 Seminole Road '~ Atlantic Beach,Florida 32233 D 7 p�'Al,3 (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM RE ED DEPT: / Y N PLANNING Property Address: o .90 9.3 meA Ave, 0 N BUILDING N PUBLIC WORKS Applicant: Q/y� �0�`�GC. �Ty /�� 0 Y N PUBLIC UTILITIES Ah Y N FIRE DEPT. Project: "1h':5 PPV ,4,f4 0,/ Ah Alt- Y N PUBLIC SAFETY cn -�7 APPROVAL REC VED w REQUIRED AGE Y: BY: INITIAL: DATE: UJ W Y N D.E.P HUFSTETLER Q a Y S.J.R.W.M. CARPER UJ UJ Y ARMY CORPS&ENG CARPER O Y HOTELS& HUFSTETLER RESAURANTS APPLICATION STATUS DEPT: SITE BUILDING DA, AP REVIEWED BY: I INITI : DTE: 1ST REV ❑ PLANNING ZONING & ❑ 0, 2ND REV 1:1 1-1DOERR/HALL 3RD REV ❑ ❑ 1 ST REV ❑ A) LR� BUILDING DEPT. ❑ 2ND REV ❑ ❑ HUFSTETLER 3RD REV ❑ ❑ 1 ST REV ❑ ❑ PUBLIC WORKS ❑ ❑ 2ND REV ❑ ❑ CARPER 3RD REV ❑ ❑ 1 ST REV ❑ ❑ PUBLIC UTILITIES ❑ ❑ 2ND REV ❑ ❑ KALUZNIAK 3RD REV ❑ ❑ 1 ST REVFIRE DEPT. ❑ ❑ FIRE DEPT. ❑ E32ND REV ❑ ❑ ENTERED INTO AS400S 3RD REV ❑ ❑ Return this form to the Building Department once you have entered your comments into the AS400. NOTICE OF COMNIENCEMENT State of ��a 1✓'01G Tax Folio No. County of v [- y'a 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 it this N TICE OF COMMENCEMENT. Legal Description of property being improved: 7 7 ,/� Address of property being improved: General description of improvements: e a,h e P I."t We 11. ,s c� ITK 1 v 0 � e ka-� Owner: j-& 4 i, SA , A Address: L a � r ;� ✓�• Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor: ,, Iz /J, . ,i K- �1 �1�� Address: !6�C-1-2- 41i� 4 n v4 n r ✓ ev� Telephone No.: z Fax No: br Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone 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: Telephone 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): - t TMS SPACE FOR RECORDER'S USE ONLY 0 Signed: Da e:� ' U Doc#2007153638,OR BK 13970 Page 134, Before e this day of o C l in the County of Duval,State Number Pages: 1 Of Florida, ersonatly appeared Filed&Recorded 05/09/2007 at 09:57 AM, Notary Public at Large,Statile of Flori Coun JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY My commission expires: 0 `a 1 AM RECORDING$10.00 Personally Known: sk N ft ;ftb at tI Produced Identification: i/ ff&AV.MCWIW*WWFWwA---- commum#DD 55r�611, Bonded National Nofaly Aftn. BUILDING PERMIT APPLICATION U S1 CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 ■ Fax: (904)247-5845 Job Address: 2 9 13 'Q✓� ��� ti f , e ,t� Permit Number: Legal Description Valuation of Work(Replacement Cost) $ 9 t' ■ Class of Work(Circle one): New Additio Alteration Repair M v ■ Use of existing/proposed structure(s) ire a one): Commercial i entia ■ If an existing structure, is a fire sprier system installed?(Circle one): Yes o N/A T ■ Is approval of homeowner's association or other private entity required?(Circle one): Yes (< Describe in detail the hype of work to be performed: Property Owner Information Name: u Address: Z d ,�? �c 4v-t— 4 City State /'�Zip Phone 7-b b, Contractor Information: > Name of Company:r :, ✓�c /�j K v sx� A t . Qualifying Agent: 6 Y 1� r �. G��/� e y Address: i City State jr/. Zip Office Phone 4l. Z3'3 Job Site/Contact Number ,?, ,)IPS* State Certification/Registration JQC D 0 6 A?? Office Fax# yl• ? 8 Architect Name&Phone# Engineer's Name&Phone# Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will beerformed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six_(6) months at any time ter work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Thereby certify thatlhave read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work wi be complied with whether specified herein or not. The granting ra permit does not presume to gave authorO�y to violate or cancel the provisions of any otherfederal; state, or local w regulating construction or the performance of construction. Signature of Property Owner- Signature of Contractor: Sworn to and subscribed efore me Sworn o and subscribed before me this 8' Day of 7 this Y Day of y 0 Notary Public: No ' Sanded By Na0anal A&L ft" NO" Min. REVISED 03.05San .07 CITY OFATLANTIC BEACH PERMIT BUILDING / ZONING DEPARTMENT APPLICATION # r 800 Seminole Road Atlantic Beach,Florida 32233 7 D/,�L`3 r t 1 (904)247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM RE ED DEPT: ��}} / /�Jj tN PLANNING Property Address: �o %.3 9fieh /yy� Z BUILDING ./ PUBLIC WORKS Applicant: C`j geld CQ 11"� ;4/Ty //� 6 0 Y N PUBLIC UTILITIES /L Y N FIRE DEPT. Project: ��� 5 D� �i9 '0'/ lT/Al Y N PUBLIC SAFETY w APPROVAL RECEIVED U REQUIRED AGENCY: BY: INITIAL: DATE: Z o Y N D.E.P HUFSTETLER 0 5 Y N S.J.R.W.M. CARPER _ Y N ARMY CORPS of ENG CARPER O Y 7�7 HOTELS& HUFSTETLERT--] RESAURANTS APPLICATION STATUS DEPT: SITE BUILDING DA I AP REVIEWED BY: INITIAL: DATE: 1 ST REV ❑ // PLANNING& C6ERALL ZONING 2ND REV ❑ ❑ 3RD REV ❑ ❑ 1 ST REV ❑ ❑ BUILDING DEPT. ❑ ❑ 2ND REV ❑ ❑ HUFSTETLER 3RD REV ❑ ❑ 1 ST REV ❑ ❑ PUBLIC WORKS ❑ ❑ 2ND REV ❑ ❑ CARPER 3RD REV ❑ ❑ 1 ST REV ❑ ❑ PUBLIC UTILITIES ❑ ❑ 2ND REV ❑ ❑ KALUZNIAK 3RD REV ❑ ❑ 1 ST REV ❑ ❑ FIRE DEPT. ❑ ❑ 2ND REV ❑ ® FIRE DEPT.COMMENTS ENTERED INTO AS4 0 3RD REV ® ❑ Return this form to the Building Department once you have entered your comments into the AS400. BL)ILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 • Fax: (904)247-5845 Job Address: 2 a, q �. ,Q y e- /V11A A/i x per, L' Permit Number: Legal Description Valuation of Work(Replacement Cost) ■ Class of Work(Circle one): New Additio Alteration Repair Mov ■ Use of existing/proposed structure(s) arc a one): Commercial sidentia ■ If an existing structure, is a fire sprier system installed?(Circle one): Yes 0 N/A ■ Is approval of homeowner's association or other private entity required?(Circle one): Yes Describe in detail the type of work to be performed: Property Owner Information Name: ,,f. —Address: 2„ ,04v-.-- 4 City * i 4114,14 State �/Zip Phone ?-,0 U Contractor Information: Name of Company: ✓�c f��j v 1!(/ /f A t . Qualifying Agent: Address: tel" � Ads. ���t°,��,.v-4r1. City X State jr Zip _y2 L! - Office Phone %_'-3 9 Job Site/Contact Number ? //,*$ State Certification/Registration# 1_'9c p P 6 17-7 Office Fax# 1?_? 9 Architect Name&Phone# Engineer's Name&Phone# Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all workwill be erformed to meet the standards ofall laws regulating construction.rn this jurisdiction, his permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time ter work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, ells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Thereby certify that Ihave read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authorip�y to violate or cancel the provisions of any other federal, .state, or local law regulating construction or the performance of construction. Signature of Property Owner: -� Signature of Contractor: Sworn to and subscribed efore me Sworn to and subscribed before me this F Day of o this Day of_)r21L', Y+r�.�.i�rn►r1 •son, r ANJN ACOLLiER A FOO=Notary Public: 4' +� No P ExpNesMg 21,p8/0 r Comnbsim E W 5588W � a 1 'REVISED 03.05.07 nded By Neiion�ll Abp. nt Bonded 8y NatioAsfn. i t � I 4f ss 5 ;j 7_ +r � -- + i r e � ' 4— (fit�'t� G%. -- ........- ��....:_....... r i T\ i' s � �J, _L 71- i f : irh Nit City of Atlantic beach Planning and Zoning 13""Will This approval rerillea UM l 'Ps dill zoning, subdivision and otAat 10"I lend development regulations.but doss t* e approval for"issuance of pen*c C.owq aarscR with Florida Bugding Code and M oMMtapppdabis local, State and fradwat parmOq -11-1- must be veAAed by atom Ciq of A4MrNIa Beach Buii ►p pek► >NMl.r�dt• P paws rj ''\1 riffs, CITY OF ATLANTIC BEACH PERMIT BUILDING / ZONING DEPARTMENT APPLICATION # 1 800 Seminole Road Atlantic Beach,Florida 32233 j l r (904)247-5800 l/ u (904)247-5845 Fax 7BY: CFIVED www.coab.us 1 4 2007 APPLICATION TRACKING FORM RE ED DEPT: / A16 ErN PLANNING Property Address: �o 9.3 ,XggeA z BUILDING ,/ f� = PUBLIC WORKS Applicant: �ljgQly� 6 11'410 Y�rt�/Ty 66. Y N PUBLIC UTILITIES ,�/ L Y N FIRE DEPT. Project: . ��� S D� Gf�� Ib/n t- Y N PUBLIC SAFETY cn APPROVAL RECEIVED w REQUIRED AGENCY: BY: INITIAL: DATE: Up U1 W Y N D.E.P HUFSTETLER N S.J.R.W.M. CARPERor -574 N ARMY CORPS of ENG CARPER /fG O Y N HOTELS& HUFSTETLER RESAURANTS APPLICATION STATUS DEPT: SITE BUILDING DA AP REVIEWED BY: INITIAL: DATE: 1 ST REV ❑ ❑ PLANNING& ❑ El 2ND REV 11 El /HALL ZONING 3RD REV ❑ ❑ 1 ST REV ❑ 1 ❑ BUILDING DEPT. ❑ ❑ 2ND REV ❑ ❑ HUFSTETLER 3RD REV ❑ ❑ 1 ST REV ❑ PUBLIC WORKS ❑ ❑ ❑ CARPER 2ND REV 3RD REV ❑ ❑ 1 ST REV ❑ ❑ PUBLIC UTILITIES ❑ ❑ 2ND REV ❑ ❑ KALUZNIAK 3RD REV ❑ ❑ 1 ST REVFIRE DEPT.COMMENTS ❑ ❑ FIRE DEPT. ❑ ❑ ❑ ❑ 2ND REV ENTERED INTO AS4 0 3RD REV 11E1 Return this form to the Building Department once you have entered your comments into the AS400. :L%p r , " BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach FL 32233 Office: (904)247-5826 • Fax: (904)247-5845 Job Address: 2 3 13 e ' j�t� Permit Number: Legal Description Valuation of Work(Replacement Cost) $ g f 150 ■ Class of Work(Circle one): New Additio Alteration Repair Mov ■ Use of existing/proposed structure(p) he=re one): Commercial sidentia ■ If an existing structure, is a fire sprinKler system installed? (Circle one): Yes---No— N/A ■ Is approval of homeowner's association or other private entity required? (Circle one): Yes Describe in detail the type of work to be performed: / ) O 117 PC J" Y 44 A4111 0-' Property Owner Information Name: 0/ Address: a '� l� �, v-�- ��►f e Lot City -1State .Zip Phone Contractor Information: 11 Name of Company:zj ✓lz_� i/,6 6z v A e , Qualifying Agent: Address: �r i -0`c, z g„• ��,.✓12�> City State Fla Zip 3yLLS' Office Phone Job Site/Contact Number � State Certification/Registration# GRC Q Q,1,x? Office Fax# ,��/• i`S' S Architect Name &Phone# Engineer's Name &Phone# Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all workwill beerformed to meet the standards of all laws regulating construction,in this jurisdiction, !This permit becomes null and void if work is not commenced within six(6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ihereb certify thatave read and examined this application and know the same to be true and correct. All rovisions oa laws anI have ordinances governing this type of work wal be complied with whether specified herein or not. The wanting of permit does not presume to give authority to violate or cancel the provisions of any other federal, state, or local law regulating construction or the performance of construction. Signature of Properly Owner Signature of Contractor: Sworn to and subscribed efore me Sworn to and subscribed before me this h' Day of O this Day of h3 Cj;jj 0 "'��•w,4 O�ANN OLLIER A COLM Notary Public: No . Atg 21,X910 Commission DD 558811.,E Com 8 W 558811 ` 'a f�••`` Bonded B N88or►ol REVISED 03.05.07 M,", r A6 a Bonded D Noft*Notary Assn. RECEIVED JUL 0 2 2007 OFFICE OF THE CITY CLERK t�� ��.a�r�T Imo" OC�-�/�E'-�� � �./!�L�-✓� '' L'-L-'_--��..- ..���f� �-�1 '/dam ': T ,--1[�•�.�I� j� ( "�'�- C U VB-G�- LD• -7-7 J £ cam�i ., rr,�r� �� fl•�..� ��, rv� oY o,� Y �'i t V/Yi G ✓t C�-�-c tie. 7 /J _ �(L�vz. faG- i Att e :�4 M JOBADDRFM .rQ ( cf) TYPE WORK PROPERTY OWNER coNrRACrOR n ch (Y-)(I C ter. zpHom 210-1 PE&WTNUhatER DATE 3 A INSPECTIONS.• r OOTING 3 6 SLAB TIE BEAM LLVTEL 1�1- �^^ NAR.PT arh e(t ,,�AeeJ ,�,0.L FAAWVG1COYER ITP f7/2-LI (9,-)- 12VSU AIYON `I -?1 2-CP 02- FINAL BUILDING ; C1C yRTIFICAI'E OF OCCUP4NCY Wirt .ELEC7VC-AL PF-RUM1 7Ll 3-C S��, � Yc✓y1 v SER J Sn�Sf'Et INSPECTIONS ROUGE' 2124/ 02-- ,C � �� FINAL ii1� 1 3 AJECTANICAL PERS# L l L � 4 INSPECTIONS ROUGff `^j 2�L 0 FINAL L INSPEC.TTONS ROUGB/UNDER SLAB TOPOUT '712=\-d 10'2 WA FlM L NOTES• -2- -FN 'OSTAEUMER® No. 937 811 E �+d Engineer's Computation Pad 1�1 ON ��S 1 IQ�NCE -Aof AT�No�F ��i�i� � E7 f�4oUl// ..- .r�;is�ii l`.fl. ��<;''•� Z cs I O FD w A,L L- CGA-oVTEa Fu c,) Cok Cc CAOT It-"61. L y � ST12UP 5 01c I S T N L /.�F REY P. , E. P► L S CA P� = 29 L ETA ITE 202 (9 4 �'8 7 QrTR}L 0F RA16 Ef-) E)EAm AT WALL � �'''�. ��y�,. �2 r T �yIto"Emo#... Department of oR Environmental Protection Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard David B.Struhs Governor Tallahassee, Florida 32399-3000 Secretary June 10, 2002 TO WHOM IT MAY CONCERN Request for Public Comment File Number: DU-316 Applicant: Jerrold D. and Rosanna Dixon You are hereby notified that the Department of Environmental Protection is considering the referenced application for a coastal construction control line permit, pursuant to Section 161.053, Florida Statutes, for the construction of a swimming pool with deck and pool deck. A copy of the plans is enclosed. The proposed project is located approximately 50 feet to 100 feet south of the Department of Environmental Protection's reference monument R-42, in within the local jurisdiction of the City of Atlantic Beach. Project address This public comment notice is being distributed in order to assist the Department of Environmental Protection in developing facts on which to base a decision on the permit application. For accuracy and completeness all comments should be submitted in writing with supporting data, evidence, or rationale to furnish a clear understanding of the basis for the comments. The decision as to whether a permit will be issued will be based on an evaluation of: (1) The design adequacy of the proposed construction. (2) The expected impact of the proposed construction to the beach/dune system. (3) The expected impact of the proposed construction to adjacent properties. (4) The expected impact of the proposed construction on lateral public beach access. (5) Appropriate siting of the proposed construction with respect to local setback, zoning restrictions, and maximum usage of upland portions of the property. (6) The expected impact of the proposed construction on nesting sea turtles and hatchlings and their habitat. Comments should be submitted with seven (7) calendar days after the date of this notice to Dana A. Latino, Engineer, the Florida Department of Environmental Protection, Office of Beaches and Coastal Systems, 3900 Commonwealth Boulevard, Mail Station 310, Tallahassee, Florida 32399. Plans for the proposed work may be seen at the office of the Office of Beaches and Coastal Systems at 5050 West Tennessee Street, Building B, Tallahassee, Florida. DAL/jg Enclosure "More Protection, Less Process" Printed on recycled paper. u a , i :0) :ET Lor is to ( G6R1.!'f;LE'V t�r— -F k'.F.C1 (IRON PIPE TO IRON PIPE 19��MEA (IRON PIPE TO'CCCL` 18.21') ' N 9'39'01" E 203.54' SURED) O � 2a 0' (PLAT) _ (� 07•�r• -- - _ G.2'-" NO WENIVILA 0.6' n PADS CONDIt10NE O •,/ N1- "0) f: �. Qj p < 24.1' 01 wALI D ❑ 1�'y5 O (� o ta.Y' aLr W W . • -i ,, ) + D • ,sr (� O9 , t E ':< O o ONE STORY °i' TWO STORY +11 5 g MASONRY i MASONRY bi. LOT 78 •—`' �a GARAGE :1 'POSTED # 2093 R i :t • Ya.1' 15,IV 1 0.2' 24.9 p o.s' s' `• 246.18' (PLAT) o.s ro 00 (IRON PIPE TO`CCCI 82.29•) - �� a t S 89'55'13" W 206.70' (MEASURED)vi `t 1( (IRON PIPE TO IRON PIPE 198.38•) < w0 i J LOT 77 a z� 3 v 1 ' ... i; i oIle i N N O j 3RW ;(1D :3 CL o°w0� 7 x 3 m m 3(o a> 5 co a, mf3 aod° is, 0 3 m t N (J W 0�7 N r' A Z M r o• 0 (D C r- w j w v oA J N M N f U)z or rn ay n V. PLANTER i Designed By: SurfSide Pools Designed For: DIXON/BENCHMARK HOMES Salesman: Bill Vohwinkel Address: 2093 8eechAve. Scale: 1/8"=1' Allantic Beach,FL 32233 Subdivision. POOLS•SPAS•SERVICE Date: February 18,2002 FLORIDA DEPARTMENT OF ENVMONWNTAL PROTECTION NOTICE TO PROCEED Permit Number: DU-316 Permittee: Permit Expires: August 2, 2005 Jerrold D. and Rosanna Dixon c/o Kevin Partel, President Coastal Consulting and Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32084 You are hereby granted final authorization to proceed with the construction or activities authorized by the permit number referenced above. Authorized work must conform with the detailed project description, approved plans, and all conditions including preconstruction requirements included in the final order. A brief description of the authorized work follows. Project Description: Construction of a swimming pool and spa, remove wooden deck, excavation and placement of fill. Project Location: Between approximately 50 feet and 100 feet south of the Department of Environmental Protection's reference monument R-42, in Duval County. Property Address: 2093 Beach Avenue, Atlantic Beach. Special Instructions: A preconstruction conference is required. Questions regarding the permit or this notice should be directed to the undersigned at: Bureau of Beaches and Wetland Resources 3900 Commonwealth Blvd. -.M..S. 300 o` 2,4 Tallahassee, Florida 32399-3000 Date of NoticeSu ore, Engineer .Telephone: 850/487-4475 SD/jg cc: Permit File Permit Information Center Bobbie Nelson, Field Inspector Jerrold D. and Rosanna Dixon, Property Owner City of Jacksonville Beach Building Official DEP FmmTS131Mov.01/9T) Post Conspicuously on the Site Department of j p Environmental Protection ... ....... Marjory Stoneman Douglas Building David B.Struhs Jeb Bush 3900 Commonwealth Boulevard Governor Tallahassfle,Flo iVM3000 Secretary Kevin Partel, President Coastal Consulting and Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32084 Dear Mr. Partel: NOTICE TO PROCEED WITHHELD PERMIT NUMBER: DU-316 PERMITTEE NAME: Jerrold D. and Rosanna Dixon Your request for a permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line,has been approved by the Department of Environmental Protection. However, construction may not commence until after the permittee has received a notice to proceed in accordance with Special Permit Conditions 1 and 2, and the permittee complies with any preconstruction requirements described in Special Permit Conditions 3 and 4. Please read the permit and permit conditions including both the Standard Permit Conditions and any Special Permit Conditions closely before starting construction. Standard Permit Conditions 1(q), and 1(s), pertain to written reports which must be submitted to the Department of Environmental Protection under the signature and seal of a professional engineer, architect, or land surveyor (as appropriate) at specified times. Forms for use in preparation of these reports are enclosed. Make sufficient copies of the periodic report form to provide the required reports. The periodic reports are due in the office of the Office of Beaches and Coastal Systems on a monthly basis on the last working day of each month. No progress reports are required until such time as construction activities have started. The permit will expire August 2, 2005. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than one additional year. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit, there is no assurance that such new permit for the same construction or activities would be approved. Any person whose substantial interests are affected by'any decision of the Department on the application has the right to request an administrative hearing in accordance with the provisions of Sections 120.569 and 120.57 of the Florida Statutes. Should you desire an administrative hearing, your request must comply with the provisions of Rule 28-106.201 of the Florida Administrative Code, as indicated below. Send requests for hearings to the Department of Environmental Protection, Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, 'More Protection, Less Process" Printed on recycled paper. Kevin Partel, President August 8, 2002 Page 2 Tallahassee, Florida 32399. The Department must receive the request within twenty-one days after your receipt of this notice. When the Department receives an adequate and timely filed request for hearing, the Department will request the assignment of an administrative law judge. Once an administrative law judge is requested, the referring agency will take no further action with respect to the proceeding except as a party litigant, as long as the Division of Administrative Hearings has jurisdiction over the formal proceeding. Rule 28-106.201(2) of the Florida Administrative Code requires that a petition or request for hearing contain the following information: (1) The name and address of each agency affected and each agency's file or identification number, if known; (2) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests will be affected by the agency determination; (3) A statement of when and how the petitioner received notice of the Department's action; (4) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (5) A concise statement of ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the Department's proposed action; (6) A statement of the specific rules or statutes the petitioner contends require reversal or modification of the Department's proposed action; and (7) A statement of the relief sought by the petitioner, stating precisely the action petitioner wishes the Department to take with respect to the Department's-proposed action. A person may request an extension of time to petition for an administrative hearing. The person filing the request for extension must do so within the time limits for filing a petition described above and serve all parties with the request. The request must state why an extension is needed. The Department will grant an extension only when good cause is shown. If a petition or request for extension of time is filed, further order of the Department becomes necessary to effectuate this notice. Accordingly, the Department's final action may be different from the position taken by it in this notice. Actions undertaken by you under this permit, pending the lapse of time allowed for the filing of such a request for hearing, may be subject to modification, removal, or restoration. Failure to petition within the allowed time frame constitutes waiver of any right that such a` person has to request a hearing under Section 120.57 of the Florida Statutes and to participate as a party to the proceeding. If a legally sufficient petition for hearing is not timely received this notice constitutes final agency action. When this order becomes final, any party to the order has the right th seek judicial review under Section 120.57 of the Florida Statutes and Rule 9.030(b)(1) and 9.110 Kevin Partel, President August 8, 2002 Page 3 of the Florida Rules of Appellate Procedure by filing a notice of appeal with the Department of Environmental Protection, Office of General Counsel, Department Clerk, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399, and with the appropriate district court of appeal within-thirty days after this final order is filed with the Department Clerk. The notice filed with the district court must be accompanied by the filing fee specified in Subsection 35.22(3) of the Florida Statutes. Any subsequent intervention will only be at the approval of the presiding officer upon motion filed under Rule 28-106.205, Florida Administrative Code. A person whose substantial interests are affected by the Department's proposed agency action may choose to pursue mediation as an alternative remedy under Section 120.573 before the deadline for filing a petition. Choosing mediation will not adversely affect the right to a hearing if mediation does not result in a settlement. The procedures for pursuing mediation are set forth below. A person may pursue mediation by reaching a mediation agreement with all parties to the proceeding (which include the applicant,the Department, and any person who has filed a timely and sufficient petition for a hearing) and by showing how the substantial interests of each mediating party are affected by the Department's action or proposed action. The agreement must be filed in (received by) the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, by the same deadline as set forth above for the filing of a petition. The agreement to mediate must include the following: (a) The names, addresses, and telephone numbers of any persons who may attend the mediation; (b) The name, address, and telephone number of the mediator selected by the parties, or a provision for selecting a mediator within a specified time; (c) The agreed allocation of the costs and fees associated with the mediation; (d) The agreement of the parties on the confidentiality of discussions and documents introduced during mediation; (e) The date, time, and place of the first mediation session, or a deadline for holding the first session, if.no mediator has yet been chosen; (f) The name of each party's representative who shall have the authority to settle or recommend settlement, and (g) Either an explanation of how the substantial interests of each mediating party will be affected by the action or proposed action addressed in this notice of intent or a statement clearly identifying the petition for hearing that each party has already filed, and incorporating it by reference. (h) The signatures of all parties or their authorized representatives. As provided in Section 120.573 of the Florida Statutes, the timely agreement of all parties to mediate will toll the time limitations imposed by Sections 120.569 and 120.57 for requesting and holding an administrative hearing. Unless otherwise agreed by the parties, the mediation must be concluded within sixty days of the execution of the agreement. If mediation results in settlement of Mott STATE OF FLORIDA NOTE: THIS AUTHORIZATION DEPARTMENT OF ENVIRONMENTAL PROTECTION IS DIFFERENT FROM THE Division of Water Resource Management ORIGINAL REQUEST. SEE Bureau of Beaches and Wetland Resources A 3900 Commonwealth Blvd.-Map Station 300 FLORSPECIAL PERMIT CONDITIONS. Tallahassee, Florida 32399-3000 (850)487-475 PERMIT NUMBER: DU-316 (Amend) PERMITTEE Jerrold D. and Rosanna Dixon c/o Kevin Partel, President Coastal Consulting and Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32084 AMENDED PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINAL ORDER FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line was approved by the Department of Environmental Protection on August 2, 2002. The proposed project is located landward of the thirty-year erosion projection and the existing line of construction established by major structures in the immediate area. By office conference on August 8, 2002, the permittee provided additional information for consideration by the staff and requested amendment of certain permit conditions imposed by the Department as a condition to granting the permit. CONCLUSIONS OF LAW: After considering the merits of the proposal andany written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description of this amended permit.are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Rule 62B- 33.007, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Chief of the Bureau of Beaches and Wetland Resources has authority to approve or deny pursuant to Delegation of Authority, DEP Directive 137, effective June 21, 2001. The direct and cumulative impacts to the beach and dune system that will be caused by the seaward location of the proposed construction represent the' maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the designee approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the Standard Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Subsection 161.053(5), Florida Statutes. EXPIRATION DATE: August 2, 2005 PERMITTEE: Jerrold D. and Rosanna Dixon PERMIT-NUMBER: DU-316 (Amend) PAGE 2 LOCATION: Between approximately 50 feet and 100 feet south of the Department of Environmental Protection's reference monument R-42, in Duval County. Property Address: 2093 Beach Avenue, Atlantic Beach. PROJECT DESCRIPTION: Swimming Pool aad Spa 1. Location relative to control line: 60.6 feet seaward. 2. Exterior dimensions: A maximum of approximately 12 feet in the shore-normal direction and 24 30 feet in the shore-parallel direction. 3. Type of construction: 6-inch reinforced concrete shell, soil supported, with 6-foot deep concrete pilings. See Special Permit Condition 2.3. 4. Deck elevation of swimming pool: +20.5 feet (NGVD). 5. Bottom elevation of swimming pool shell: +13.5 feet (NGVD). 6. Maximum depth of swimming pool: 5 feet. 7. Height of pool deck above existing grade: 2.5 feet. Excavation/Fill 1. Total volume of excavation: Approximately 82 cubic yards. Volume of net excavation: None; excavated material to be placed as fill on the project site. 2. Location of excavation: 47 feet to 61 feet seaward. 3. Maximum depth of excavation: Approximately 2.5 feet below existing grade. 4. Volume of fill from excavation to be placed: Approximately 82 cubic yards. 5. Location of imported fill from excavation to be placed: From 0 feet to 118.5 feet seaward of the control line. PERMITTEE: Jerrold D. and Rosanna Dixon PERMIT NUMBER: DU-316 (Amend) PAGE 3 Other Activity Removal of wooden deck. SPECIAL PERMIT CONDITIONS: 1. No work shall be conducted under this permit until the permittee has received a written notice to proceed from the Department. 2. Prior to issuance of the notice to proceed, the permittee shall submit two copies of detailed final construction plans and. specifications for all authorized structures or excavation, including all appurtenant structures and utilities. These documents shall be signed and sealed by the design engineer or architect (as appropriate), who must be registered in the State of Florida, and shall bear the certifications specified in Rule 62B-33.007, Florida Administrative Code. These plans and specifications shall be subject to approval from the staff and shall include or reflect the following: . 2.3. The pool supported on an adequate pile foundation, and certified by-the design engineer not to increase the risk of damage to adjacent dwellings during coastal storm events. 3. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Bureau of Beaches and Wetland Resources to establish an understanding among the parties as to the items specified in the special and standard conditions of the permit. The proposed locations of the structures shall be staked out for the conference. Please call Ms. Bobbie Nelson at (877)332-4307 for an appointment. 4. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected at the discretion of the field engineer along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined PERMITTEE: Jerrold D. and Rosanna Dixon PERMIT-NUMBER: DU-316 (Amend) PAGE 4 during the preconstruction conference by the staff representative so as to provide maximum protection to the existing vegetation located on the site. 5. All rubble and debris resulting from this construction shall be removed to a location landward of the coastal construction control line. 6. All permanent exterior lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior structural or landscaping lighting is authorized. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. This amended permit, with the referenced attachments, comprises the entire permit, and supersedes the permit as previously issued. Done and ordered this �day of 2002, in Tallahassee, Florida. Attachment: Standard Permit Conditions FILING AND ACKNOWLEDGEMENT State of Florida FILED, on this date, pursuant to S120.52 Department of Environm Protection Florida Statutes, with the designated Department Clerk, receipt of which �— is hereby acknowledged. E. Olu. Sawyerr, P. E. Ad LQ Ovo Bureau of Beaches and Wetland Resources 6fieputy Clerk bate { 4Xeo // 0 3 wow— RECEIVED * DEPARTMENT OF ENVIRONMENTAL LIGHTING PLAN PROTECTION MAY 0 12002 APPROVED This aporoval is limited to the exterior lights depicted on the OFFICE OF BEACHES sAprgo 6 pians- This his approval does not relieve the applicant of & COASTAL SYSTEMS r ;nsi!' iity to obtain any omer approvals or permits wh;ch rhay be equina by Federal, State, County or Municipai iaw. REVIEWED DATE PERMIT NO. , 1. Ire lacill r a Amponly )- air J)AN\ ER —, RISIC UI{ I1'1LI?C 1'RIC;AI. SIIOCIC Olt I?Ll?("IROCU'1-ION _ AI%vays disconnect Ilower to the pool light It the circuit breaker Before scr vicit]g(Ile light. r-nilurc to do st)c.00III result iu ticath or serious , , it. ;crs or others d t c} I. Turn off main cicciricnh switch or circuit lxcaker, AS well AS die FW401 which opernt i ED-t 2. You will rtceel to get the follmvirtg: A. A ne,t•hens gnskrt(part oumhcr 7910161 MAY 0 1 2002 11. A rc(lector tylte Inntp of ptnper tvauagc( c taF,le below). ,� ' ��'A jZ rj j�j(� OFFICE OF BEACHES-`- r cc Du not rclrlacc rellcctor-typo!;toll with n ghohc•typc 1nmp. Faihtre to replace lamp with the.s-..nte typc of lamp will danrare the light,nsscmhly ;utd filly C.-M.afi cicc•Iric•al im7sird resolt 09 in death or serious injury to pool users, �— in,:t_dlc rs,or others clue tot elr.c Iri(al shuck,nail may;tixa can.ce dnnetOc, I(,property. --- WARNING Always insUtll if ttcty lens 1,:tsket(part nnmbor 791010)whenever dis;tssembung the light. nxihne to do ser m ty permit tt•ater to Irak into the assembly %%-hivIl could e•atrse(n)nn cicctrical 1►arard resulting in death fir scrim's injury In olol users, ioetallc•rs,or others(hrc to cicctrical shock,or(h)btcal;al;c of the I::mp or Ions, tt hiclt ill;cit ixc souk!result in Nei'oils injury to Poul users, installers,or bystandcr:c,or in dam;tgc to property. 3. To r6nove light nssemlrly,mumve pilot.^•crew at top of face rink,remove light assembly from niche,and place asrmbly on deck. A. Di::ass•:ruble light fixture end ranove bulb, Remove And discard old S.;%krf. 5. Install ucw gnskt:t during m.-mcnrbly of light.American l+rotlucts p:ut number 791016. Gasket Lamp Spcc:ific:llious: 1001vatt LCEIVEEPunding Spying .106 wall V 120 volt • 300 wall • R40 lamp *Trutsfonncr rctlt l=iluxy 120 volt-400 watt-'uric)itiinh-t - � 0 1 2002 120 volt - SOU tv;ttt- RIO lantlt .szlt�E 0P BEACHES 12 volt - 300 Watt- MO lamp Sal twat( 9t COASTAL SYSTEMS 12 volt - 100 watt • 1t3U Gumpx_400 watt—) sur H•ntt _ A WARNING Never opcmlc this Under water Light for more than 10 seconds unless it is totally submerged in water. Without loll! sohutersion.Ilia light assembly will got extremely hol and may result in serious but its or ill breakap of the lamp or lens. This fitly result in serious injury to pool users,installers,or bystan(icrs,or in d;urage to pruperty. 6. Secure ting to light fixture. Scaling screws most be tightened in the following ntnoner co assure it lrroper scat; n. For lights with chronic of br as fit cc ring: L Partly tighten the screw at the 12 o'clock position, and Own partly tighten the icrew a:file 6 o'clock position. Partly tighten Ota screw nt Another position,And then partly lighten the screw directly nc•ross front it. 2. continue partly til;htt•ning all screws in the Above sequence 1.1101 all screws nee evenly aril scctuciy tightened. (Reconuncoded 20 inch 1ximuls ror(Iuc,) b. For lights with stainless srcO face ring: Sec attaehcd'stntilless Sura hacc kiting Assembly bisuuctions on jig.6. 7. Itctdncc li611t xsculbly irtlo nicht nerd til;htcu special stainless stct•I pilot scrc,w. VVARNTN (1st: only the special staiulrsi Stas) pilo(sc•rett•provitled with Ihis Unctrnt:+.ter 1-il;l,t. 'this sCIM r:tuul:ts an;! i clet•tt ic•ally grounds the housinl;securely to the ntauntirlg tiny, :11:(1 tact aich.c. Fa to use the screw pro.ided could cr^:tic all cicctrical hcva)tl tthich cocr}d tcsult in cicatlr or st-ticros inj:uv to vool asses, installers.ur atb:rs this to cicctrical shack, $. rill Iron tart he !rulevwntcr j.i�;lir is ruulplctely suhrncrged rn +::,tet h:torr ui+erauug itis h}h;far noire th�:t Itt sr oral:. 1•unt un 111:611 swift It fir eitruit liti•al:cr,as%vr.11 Its the s,ilelt which ut+cru e Ilia Undcctvatc•r l.ivht it^,:t(,to ehccl:fa'I+n,t,cr oprt n:it,n. 5 �� ljlerlite UiWerwater Light Important Safety Instructio)I'T - Re,.-id And Save These Instruction' 111Sil-LIC6011S F01-: Otinfi t . 'ri l Installi►:t;a light rimutrc during new loud consiniction f Uccnscd or Ccrtificti Clecuician 1Ic1,i:,Circ!;light fixture in CXi.ling luu,l. 11 Hecuici:m or Qualiricil Noll Scrviccman (t\hl;ti ilig,a land,only ll! 0mililied Pool Serviccomit or I(oincowner 12ISIC C)l� 10CA' Oft l,.I,l• C('ItMJTTON This Underwater light must be installed by n licensed or -.:rti(icd clectrician in nccordancc with [fit; National Electrical Code and all apl,lic:ablc local cl,dw and orclitilli'es. intiuoltcr installation will crcnte nn cicclricif liazard Which could result in 0\•;tth or serious injury to nmol users, iusialiers,or otbcrs floc Ir,ciecu•ical shock, and Islay also cause dallmgc to piopcity. Remi and (allow the specific instructions below. 1. Ilistolling a light fixture-(lin-ing new fool construction: A. Pi-e11t11•olory s(e11s which tlttist be completed by (lie electrician Wore light fixture is illshilled. (Scc Figtlrc Below) 1. Verify that clic pool mutts the requilvilleols of the current National Electrical Coale and all local codes and ordinan-ca.. A liccomi w certified\•i4xiticitu,must install tic electrical system to mcct or exceed those mlitirentcnu before lite Usidetwater light is instAlcd. Some of lite let1ttirenlenis or t!ie National E!eetrieul Cudc which the pool's electrical system must meet are as rulluws. Check ill:n: t •r. The likening circuit hu a ground fault circuit interny,ier(GFC!),and hus rut appropriately rated circuit breaker. b. The:imitrtinn box or, fur 12 volt owilcis,tic low voltage transformer)is locuted tit Icast 12 inches ubnve Lmund 1,:\c) mild n1 lcact 18 inc•hca rr.un the cJge of the!tool, (Scc figure Lx-low) c. The lil;ht rim%ire tiod ail afetal items within 5 feet of the pool use properly electrically bonrlcd. d. The wet uichc is llrnlnrly installed so that the toll edge or the Undcrw liter lagltt's fells is of:cast 18 inches below d:c mu(ace of the\\•iter in dw Iwol. (Scc figure{x uw) e. The wet niclic is proliwrly electrically bimilcil and groundcd vin the No.S AWG ground cel hector iocutcd at lite rear of lite nicht. (Sec rigim:i,•clow) NOTE, The poet r st,a r!.a;'c t, Sys!'.'::,: 1. �ui'iul w•irh c Pau! :o•.I St.r ;acc:r;cul Qunliticulion Test kit. nlc t_st l:it is avnilAme. irmn,Amcdcal, !'rodncts.'I lie efecir;zml syslcnt impectirin usin site a!vave kit must be p;:rrormW by trained ^M Y 0 1 2002 To(;I:rr,Circuit nreakc:and Il �1 .,«w,H,.l••.,+ OFFI E OF BEACHE Power Soulce :-- - • -$c TAL SYSTEM �. 'W-LIM JUL 1. 4 1998 Rigid Cr:nc!ttit_/ �'-"''�•'"' ' �-+�� 1� ffti AWG g,uun.t rnnuee,ar fur •�; • ' � bUkEA U 0 BEACHES L„r1,1i,1 is 1,1c:,1.a:,,rear of nieie , ,)I •�1 to ,.nN E► -UASTAL SYSTEMS \\-. J gN�•4f 1.... RECEIVES . ' `} „In• Concrete most be cut hack around Lich_to 1t orw rdluw for a co m1mcle•d lAislut seal JAN 1 7 2002 UUU { .% . . Coil n feet of light able I OFFICE 0" BEA.CI-'ES arunnd fixture & COASTAL SYSTEMIS `--I 2. i-o be Cet,lin that tl:c hu'll's eleciricA system meet, all applicable rerlum.,mcnu,the elceirict.mt Should liso con.sttll the ictal �. L•u+l,lit,g:I,I,aritucni. 3. We Only ;\ul•:gran Pruclucis w;: niches to insurc rroper bonding and gromiding connections. — t:•.rp.,-:.h:Itca.tyuarlcr t 10951 Wcu t.ur A:,g\Icl Arc.,11.0. n,:%SOS5,\loorp:k,CA 7302O•803 2:153 5'3-?160 5..:,t,a•\.rr�,r I,ivLium tl%"lg Ccucr.,1 il:ivc.Oilw-lo,1:1.32-1_11.3321 (41rl)557;13113 t` (4 '.�'+;'100�• FLORIDA DEPARTMENT OF ROR A } ENVIRONMENTAL PROTECTION NOTICE TO PROCEED 0C1.1, - 7 2002 Permit Number: DU-316 Permittee; Permit Expires: August 2, 2005 Jerrold D. and Rosanna Dixon -- c/o Kevin Partel, President Coastal Consulting and Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32084 You are hereby granted final authorization to proceed with the construction or activities authorized by the permit number referenced above. Authorized work must conform with the detailed project description, approved plans, and all conditions including preconstruction requirements included in the final order. A brief description of the authorized work follows. Project Description: Construction of a swimming pool and spa, remove wooden deck, excavation and placement of fill. Project Location; Between approximately 50 feet and 100 feet south of the Department of Environmental Protection's reference monument R-42, in Duval County. Property Address: 2093 Beach Avenue, Atlantic Beach. __ Special Instructions; A_preconstruction conference is required. Questions regarding the permit or this notice should be directed to the undersigned at: Bureau of Beaches and Wetland Resources 3900 Commonwealth Blvd. M.S. 300 Tallahassee, Florida 32399-3000 Date of Notice Su ore, Engineer Telephone: 850/487-4475 - SD/jg _- cc: Permit File Permit Information Center Bobbie Nelson, Field Inspector Jerrold D. and Rosanna Dixon, Property Owner � ► of Jacksonville Beach Building Official - -- DEP FamT3-131(Rev.0M Post Conspicuously--on the Site ��°�` Department of LORA Environmental Protection Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard David B.Struhs Governor Tallahassee, Florida 32399-3000 Secretary October 2, 2002 Kevin Partel, President Coastal Consulting and Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32084 Dear Mr. Partel: NOTICE TO PROCEED WITHHELD PERMIT NUMBER: DU-316 (Amend) PERMITTEE NAME: Jerrold D. and Rosanna Dixon Your request for an amended permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been approved by the Department of Environmental Protection. However, construction may not commence until after the permittee has received a notice to proceed in accordance with Special Permit Conditions 1 and 2, and the permittee complies with any preconstruction requirements described in Special Permit Conditions 3 and 4. Please read the permit and permit conditions including both the Standard Permit Conditions and any Special Permit Conditions closely before starting construction. Standard Permit Conditions 1(q), and 1(s), pertain to written reports which must be submitted to the Department of Environmental Protection under the signature and seal of a professional engineer, architect, or land surveyor (as appropriate) at specified times. Forms for use in preparation of these reports are enclosed. Make sufficient copies of the periodic report form to provide the required reports. The periodic reports are due in the office of the Office of Beaches and Coastal Systems on a monthly basis on the last working day of each month. No progress reports are required until such time as construction activities have started. The permit will expire August 2, 2005. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than one additional year, You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit, there is no assurance that such new permit for the same construction or activities would be approved. Any person whose substantial interests are affected by any decision of the Department on the application has the right to request an administrative hearing in accordance with the provisions of Sections 120.569 and 120.57 of the Florida Statutes. Should you desire an administrative hearing, your request must comply with the provisions of Rule 28-106.201 of the Florida Administrative Code, as indicated below. Send requests for hearings to the Department of Environmental Protection, Office of General Counsel, 3900 Commonwealth Boulevard, Mail . Station 35, "More Protection, Less Process" Printed on recycled paper. Kevin Partel, President October 2, 2002 Page 2 Tallahassee, Florida 32399. The Department must receive the request within'twenty-one days after your receipt of this notice. When the Department receives an adequate and timely filed request for hearing, the Department will request the assignment of an administrative law judge. Once an administrative law judge is requested, the referring agency will take no further action with respect to the proceeding except as a party litigant, as long as the Division of Administrative Hearings has jurisdiction over the formal proceeding. Rule 28-106.201(2) of the Florida Administrative Code requires that a petition or request for hearing contain the following information: (1) The name and address of each agency affected and each agency's file or identification number, if known; (2) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests will be affected by the agency determination; (3) A statement of when and how the petitioner received notice of the Department's action; (4) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (5) A concise statement of ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the Department's proposed action; (6) A statement of the specific rules or statutes the petitioner contends require reversal or modification of the Department's proposed action; and (7) A statement of the relief sought by the petitioner, stating precisely the action petitioner wishes the Department to take with respect to the Department's proposed action. A person may request an extension of time to petition for an administrative hearing. The person filing the request for extension must do so within the time limits for filing a petition described above and serve all parties with the request. The request must state why an extension is needed. The Department will grant an extension only when good cause is shown. If a petition or request for extension of time is filed, further order of the Department becomes necessary to effectuate this notice. Accordingly, the Department's final action may be different from the position taken by it in this notice. Actions undertaken by you under this permit, pending the lapse of time allowed for the filing of such a request for hearing, may be subject to modification, removal, or restoration. Failure to petition within the allowed time frame constitutes waiver of any right that such a person has to request a hearing under Section 120.57 of the Florida Statutes and to participate as a party to the proceeding. If a legally sufficient petition for hearing is not timely received this notice constitutes final agency action. When this order becomes final, any party to the order has the right to seek judicial review under Section 120.57 of the Florida Statutes and Rule 9.030(b)(1) and 9.110 Kevin Partel, President October 2, 2002 Page 3 of the Florida Rules of Appellate Procedure by filing a notice of appeal with the Department of Environmental Protection, Office of General Counsel, Department Clerk, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399, and with the appropriate district court of appeal within thirty days after this final order is filed with the Department Clerk. The notice filed with the district court must be accompanied by the filing fee specified in Subsection 35.22(3) of the Florida Statutes. Any subsequent intervention will only be at the approval of the presiding officer upon motion filed under Rule 28-106.205, Florida Administrative Code. A person whose substantial interests are affected by the Department's proposed agency action may choose to pursue mediation as an alternative remedy under Section 120.573 before the deadline for filing a petition. Choosing mediation will not adversely affect the right to a hearing if mediation does not result in a settlement. The procedures for pursuing mediation are set forth below. A person may pursue mediation by reaching a mediation agreement with all parties to the proceeding (which include the applicant, the Department, and any person who has filed a timely and sufficient petition for a hearing) and by showing how the substantial interests of each mediating party are affected by the Department's action or proposed action. The agreement must be filed in (received by) the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, by the same deadline as set forth above for the filing of a petition. The agreement to mediate must include the following: (a) The names, addresses, and telephone numbers of any persons who may attend the mediation; (b) The name, address, and telephone number of the mediator selected by the parties, or a provision for selecting a mediator within a specified time; (c) The agreed allocation of the costs and fees associated with the mediation; (d) The agreement of the parties on the confidentiality of discussions and documents introduced during mediation; (e) The date, time, and place of the first mediation session, or a deadline for holding the first session, if no mediator has yet been chosen; (f) The name of each party's representative who shall have the authority to settle or recommend settlement, and (g) Either an explanation of how the substantial interests of each mediating party will be affected by the action or proposed action addressed in this notice of intent or a statement clearly identifying the petition for hearing that each party has already filed, and incorporating it by reference. (h) The signatures of all parties or their authorized representatives. As provided in Section 120.573 of the Florida Statutes, the timely agreement of all parties to mediate will toll the time limitations imposed by Sections 120.569 and 120.57 for requesting and holding an administrative hearing. Unless otherwise agreed by the parties, the mediation must be concluded within sixty days of the execution of the agreement. If mediation results in settlement of Kevin Partel, President October 2, 2002 Page 4 the administrative dispute, the Department must enter a final order incorporating the agreement of the parties. Persons whose substantial interest will be affected by such a modified final decision of the Department have a right to petition for a hearing only in accordance with the requirements for such set forth above, and must therefore file their petitions within twenty-one days of receipt of this notice. If mediation terminates without settlement of the dispute, the Department shall notify all parties in writing that the administrative hearing processes under Sections 120.569 and 120.57 remain available for disposition of the dispute, and the notice will specify the deadlines that then will apply for challenging the agency action and electing remedies under those two statutes. You are advised that notice of this agency's final action on this permit has been given to other interested parties. They have twenty-one days from receipt of the notice to exercise any rights they may have under Chapter 120, Florida Statutes. Actions undertaken by you under this permit, during this period may be subject to modification, removal or restoration. The authorized work is strictly limited to that described on the enclosed final order. Please direct any questions pertaining to this permit to me by letter at the above address, or by telephone at 850/487-4475. Sincerely, Susan DeVore, Engineer Bureau of Beaches and Wetland Resources SD/jg Enclosures cc: Permit Information Center Bobbie Nelson, Field Inspector City of Jacksonville Beach Building Official Jerrold D. and Rosanna Dixon, Property Owner NOTE: THIS AUTHORIZATION �o��E� �Ao►Earoa STATE DEPARTMENT OF ENVIRIR FLORIDAONMENTAL PROTECTION IS DIFFERENT FROM THE Division of Water Resource Management yV 1 Bureau of Beaches and Wetland Resources ORIGINAL REQUEST. SEE FLOR A 3900 Commonwealth Blvd. -Mail Station 300 SPECIAL PERMIT CONDITIONS. o Tallahassee, Florida 32399-3000 (850)487-4475 PERMIT NUMBER: DU-316 (Amend) PERMITTEE Jerrold D. and Rosanna Dixon c/o Kevin Partel, President Coastal Consulting and Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32084 AMENDED PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINAL ORDER FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line was approved by the Department of Environmental Protection on August 2, 2002. The proposed project is located landward of the thirty-year erosion projection and the existing line of: construction established by major structures in the immediate area. By office conference on August 8, 2002, the permittee provided additional information for consideration by the staff and requested amendment of certain permit conditions imposed by the Department as a condition to granting the permit. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description of this amended permit are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Rule 62B- 33.007, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Chief of the Bureau of Beaches and Wetland Resources has authority to approve or deny pursuant to Delegation of Authority, DEP Directive 137, effective June 21, 2001. The direct and cumulative impacts to the beach and dune system that will be caused by the seaward location of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the designee approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the Standard Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Subsection 161.053(5), Florida Statutes. EXPIRATION DATE: August 2, 2005 PERMITTEE: Jerrold D. and Rosanna Dixon PERMIT NUMBER: DU-316 (Amend) PAGE 2 LOCATION: Between approximately 50 feet and 100 feet south of the Department of Environmental Protection's reference monument R-42, in Duval County. Property Address: 2093 Beach Avenue, Atlantic Beach. PROJECT DESCRIPTION: Swimming Pool and Sp 1. Location relative to control line: 60.6 feet seaward. 2. Exterior dimensions: A maximum of approximately 12 feet in the shore-normal direction and 24 30 feet in the shore-parallel direction. 3. Type of construction: 6-inch reinforced concrete shell, soil supported, with 6-foot deep concrete pilings. See Special Permit Condition 2.3. 4. Deck elevation of swimming pool: +20.5 feet (NGVD). 5. Bottom elevation of swimming pool shell: +13.5 feet (NGVD). 6. Maximum depth of swimming pool: 5 feet. 7. Height of pool deck above existing grade: 2.5 feet. Excavation/Fill 1. Total volume of excavation: Approximately 82 cubic yards. Volume of net excavation: None; excavated material to be placed as fill on the project site. 2. Location of excavation: 47 feet to 61 feet seaward. 3. Maximum depth of excavation: Approximately 2.5 feet below existing grade. 4. Volume of fill from excavation to be placed: Approximately 82 cubic yards. 5. Location of imported fill from excavation to be placed: From 0 feet to 118.5 feet seaward of the control line. PERMITTEE: Jerrold D. and Rosanna Dixon PERMIT NUMBER: DU-316 (Amend) PAGE 3 Other Activity Removal of wooden deck. SPECIAL PERMIT CONDITIONS: 1. No work shall be conducted under this permit until the permittee has received a written notice to proceed from the Department. 2. Prior to issuance of the notice to proceed, the permittee shall submit two copies of detailed final construction plans and. specifications for all authorized structures or excavation, including all appurtenant structures and utilities. These documents shall be signed and sealed by the design engineer or architect (as appropriate), who must be registered in the State of Florida, and shall bear the certifications specified in Rule 62B-33.007, Florida Administrative Code. These plans and specifications shall be subject to approval from the staff and shall include or reflect the following: no more than ,56:j4e;;sawaxd 44; Goacwl ling 1 n mL ,1 ..t.... 1 rlmnn ntr�nn to innlu4p' +lin onn 2.3. The pool supported on an adequate pile foundation, and certified by the design engineer not to increase the risk of damage to adjacent dwellings during coastal storm events. 4-r 21.I b- 3. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Bureau of Beaches and Wetland Resources to establish an understanding among the parties as to the items specified in the special and standard conditions of the permit. The proposed locations of the structures shall be staked out for the conference. Please call Ms. Bobbie Nelson at (877)332-4307 for an appointment. 4. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected at the discretion of the field engineer along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined PERMITTEE: Jerrold D. and Rosanna Dixon PERMIT NUMBER: DU-316 (Amend) PAGE 4 during the preconstruction conference by the staff representative so as to provide maximum protection to the existing vegetation located on the site. 5. All rubble and debris resulting from this construction shall be removed to a location landward of the coastal construction control line. 6. All permanent exterior lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior structural or landscaping lighting is authorized. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. This amended permit, with the referenced attachments, comprises the entire permit, and supersedes the permit as previously issued. Done and ordered this I. 'V-day of 2002, in Tallahassee, Florida. Attachment: Standard Permit Conditions FILING AND ACKNOWLEDGEMENT State of Florida FILED, on this date, pursuant to S120.52 DepaiSawyerr, EnHE. Protection Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. f E. Olm' - �O� Bureau of Beaches and Wetland Resources eputy Clerk bate L�,�►j,4tG?=iTrQt � f Department of 3 Environmental Protection Oan:351.14+x. �YeS: .� Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard David B.Struhs Governor Tallahassee, Florida 32399-3000 Secretary September 27,2001 Coastal Consulting and Restoration, P.A. c/o Kevin Partel,President 4230 Myrtle Street St,Augustine, Florida 32095 Dear Mr. Partel: DEP Consultation File Number: CNS-DU128(Dixon) SUBJECT PROPERTY: Between approximately 50 feet and 100 feet south of the Department of Environmental Protection's reference monument R-42, in Duval County. Property Address: 2093 Beach Avenue, Atlantic Beach. This is in response to your request for comments on the effect of the coastal construction control line regulations on squaring up a building with no modifications to the foundations to the existing dwelling and it is within the same print. Pursuant to Subsection 161.053(12), Florida Statutes, and Subsection 62B-33.004(4), Florida Administrative Code, the coastal construction control line permitting requirements do not apply to modifications to any existing structure within the limits of the existing foundation which do not require, involve or include any additions to, or repair or modifications of,the existing foundation of that structure. Specifically excluded from this exemption are seawalls (or other rigid coastal or shore protection structures)and any additions or enclosures added, constructed, or installed below the first dwelling floor or lowest deck of the existing structure. For the purposes of this exemption, major structures and additions to major structures proposed above existing patio slabs, decks, or similar unenclosed areas are considered as new structures separate and independent of the existing patio slab, deck, or other unenclosed area and shall comply with the regulatory requirements set forth in this chapter. Also, under no circumstances shall there be any new or additional exterior lighting on the project. Therefore, the above work to the existing structure would not require a permit from this Department, as long as the proposed work is performed in accordance with the provisions of these referenced exemptions. If you have any questions or concerns, or need additional information, I prefer you contact me by e-mail at dana.latino(a W.state.fl.us, otherwise,you may reach me at(850)487-4475 ext 115. Sincerely, Dana A. Latino, Engineer Office of Beaches and Coastal Systems DAL "More Protection, Less Process" Printed on recycled paper. CITY OF ATLANTIC BEACH i 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 `W TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us March 11, 2002 Rosanna and J.D. Dixon 2093 Beach Avenue Atlantic Beach, Florida 32233 Re: Proposed construction at 2093 Beach Avenue Enclosed are comments generated by the review of construction plans for the above referenced project. If you have any questions related to specific comments, directly contact the appropriate reviewing Department. Please respond to all comments so that your application may be forwarded to the Building Department for final review and permitting. If revised plans are required, please submit four(4) sets of plans along with appropriate permit application forms to the Community Development Department. Sincerely, Sonya B. Doerr, AICP Community Development Director Enclosures - &F-2002-07 2093 Beach Avenue (Dixon addition/remodel) Utility Department (904) 247-5834 SF-2002-07 2093 Beach Avenue (Dixon addition/remodel) COMMENTS: 1. Reviewed; water is available. March 07, 2002 Public Works Department (904) 247-5833 j IY2 SF-2002-07 2093 Beach Avenue (Dixon addition/remodel a� COMMENTS: 1. Plans do not clarify what is existing and proposed. C> �l 2. Provide impervious area calculations. 3. Provide pre-construction'and post-construction survey in one-foot contours (by — V_by� Florida Registered Land Surveyor). ��Cew S;'t 4. Show access for construction equipment. (NOT from Beach) 40n ya boo March 7, 2002 O n Planning and ZoninE (904) 247-5817 SF-2002-07 2093 Beach Avenue (Dixon addition/remodel) COMMENTS: 1. Provide Impervious Surface area calculation. (Maximum is 50%.) Pool may be excluded from impervious area. 2. Per Section 24-83 (c), AC pads and pool equipment must be five feet from property line. 3. Roofed four column structure on north side encroaches in to required five foot side yard setback. Decks appear to encroach into required yards. (All construction above 30 inches in height must comply with required setbacks, unless otherwise allowed by zoning regulations, such as fences and landscape features. Deck above 30 inches must comply with setbacks.) Please show required lot dimensions and all setback dimensions on site plan. (Sheet S1.) Clarify existing and new construction. Show height of buildings on elevation sheets. 2 PRE-APPLICATION REVIEW SUBMITTAL City of Atlantic Beach- 800 Seminole Road- Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - FAX (904)247-5805• http://www/ci.atlantic-beach.fl.us Pre-Application Number: SF-2002-07 Date Routed: 03/01/02 Project Name: 2093 Beach Avenue (Dixon addition/remodel) Submittal No. 1 ❑ Commercial ❑ Multi-Family ® Single-Family ❑ Other Departments Routed: ® Building (Don Ford 247-5813) ® Planning and Zoning (Sonya Doerr 247-5817) ® Public Works (Bob Kosoy 247-5878) ❑ Public Utilities (Donna Kaluzniak 247-5834) ❑ Other Date Review Comments Due: Thursday, March 06, 2002 Additional Information: Please enter any comments in the appropriate department folder. (F:\Development Review Comments\) If your department has no comment on this submittal, please enter "reviewed, no comment" by the date comments are due, or it will be assumed your department has no comment. i 1 PRE-APPLICATION REVIEW SUBMITTAL City of Atlantic Beach- 800 Seminole Road - Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - FAX (904)247-5805- http://www/ci.atlantic-beach.fl.us Pre-Application Number: SF-2002-07 Date Routed: 03/01/02 Project Name: 2093 Beach Avenue (Dixon addition/remodel) Submittal No. 1 ❑ Commercial ❑ Multi-Family ® Single-Family ❑ Other Departments Routed: ® Building (Don Ford 247-5813) ® Planning and Zoning (Sonya Doerr 247-5817) ® Public Works (Bob Kosoy 247-5878) [ Public Utilities (Donna Kaluzniak 247-5834) ❑ Other Date Review Comments Due: Thursday,March 06, 2002 LUAiE4 1S 4U41J,43(E rLz Additional Information: Please enter any comments in the appropriate department folder. (F:\Development Review Comments\) If your department has no comment on this submittal, please enter "reviewed, no comment" by the date comments are due, or it will be assumed your department has no comment. t CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS, MOVING, DEMOLITIONS Owner(s) A-6 �:- Job Address _ % f �'t lr Phonel Gni Lot# Block or Unit#��� tz:� ` Subdivision Contractor %i cc'�✓ :L`�rj�r%C /��/`''�' State License# l' C cam' Address /S 7 7 71'c' ta: ?rr� G✓n, ✓L Phone �� x', Zp _�-2 QCIty ;041-eLP/1/k/111fi1 State Describe work to be done w 7-7 ' xn✓n ���i✓ C. Gy yJ fir)� ��1� 7 ...t� /��� ''jt?s" r^1"l� � /'�//�'i/ ���//. Present use of building Valuation of Proposed Construction Proposed user'�i�%,as,�i� Is this an addition? If yes, what are the dimensions of the added space: x ?S ft. ldr Will the added area be heated and cooled? 1/�� New electrical (or increase) k' New plumbing fixtures? New fireplace? New Heat/AC?ool SUBMIT THREE THREE (COMMERCIAL)TWO (RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/ CONTRACTOR AFFIDAVIT, IF OWNEW CONTRACTOR. Signature of OWNS /�Ll Date: -2-- S i g natu re -Signature of CONTRACTOR � � ''°^-- �`` Date STATE OF F RIDA COUNTY OF _ iii rQ Sworn to(or affirmed)and subscribed before me this r) day of . 200( AS TO OWNER: Notary's Signatur w Jacquelyn R Heufeider �C Personally known Q9*My commission CC785209 ❑ Produced Identification «w�Expires December 7,2002 Type of identification produced Swom to (or affirmed)and subscribed before me this rQ day of � _b 2006 AS TO CONTRACTOR: Notary's Signatu P%Jeoqueyn R Heufelder J� Personally known *. *My Cw n"on cc785209 ❑ Produced Identification ww+ Exprw December 7,2002 Type of identification produced BENCHMARK Feb. 2$,2002 HOMES To: Don Ford K, Building Official City Of Atlantic Beach From: Eich Morrison cG ,; RE: Dixon Remodel 2093 Beach Avenue The following documents are provided for the Remodel at 2.903 Beach Avenue: -Notice of Commencement -Building Permit Application -Sep 27, 2002, Letter from the DEP not requiring any DEP approvals for the remodel. -Sep 13,2002, Letter from Jeff Hulsberg related to the existing piling system -Plans and elevations from Cote&Associates -Structural Engineering from Jeff Hulsberg with truss engineering from Manning -Window and door data Please contact me if you need any additional information for processing of this permit. Your help is appreciated. PROFESSIONALS SERVING PROFESSIONALS 1579 The Greens Way #12 • Jacksonville Beach, FL 32250 • (904) 280-8777 • Fax(904) 280-9060 e-mail: benchco@bellsouth.net www.customluxuryhomes.com Jeffrey K. Hulsberg, P. E. 2955 Hartley Rd., Suite 202 Jacksonville,FL 32257 (904)886-2401 /FAX(904)260-4367 September 13, 2001 Office of Beaches &Coastal Systems 3900 Commonwealth Blvd. Tallahassee,FL 32399-3000 Re: Benchmark Homes 2093 Beach Avenue To Whom It May Concern: The contractor on the subject project has proposed an addition to the rear of the structure. Based on my review of the original structural plans and a visit to the site,I have determined that the new addition shall be solely supported by the existing pile foundation. No additional piles or pile caps will be required. If you have any questions, please feel free to contact my office. Thank yo>, Jeff r . Hulsberg,P.E. Department of y Env20 ironmental Protection Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard Governor. Tallahassee, Florida 32399-3000 David B.Struhs September 27,2001 Secretary Coastal Consulting and Restoration, P.A. c%Kevin Partel, President 4230 Myrtle Street St.Augustine, Florida 32095 Dear Mr. Partel: DEP Consultation File Number: CNS-DU128(Dixon) SUBJECT PROPERTY. Between approximately 50 feet and 100 feet south of the Department of Environmental Protection's reference monument R-42, in Duval County. Property Address: 2093 Beach Avenue, Atlantic Beach. This is in response to your request for comments on the effect of the coastal construction control line regulations on squaring up a building with no modifications to the foundations to the existing dwelling and it is within the same print. Pursuant to Subsection 161.053(12), Florida Statutes, and Subsection 62B-33.004(4), Florida Administrative Code, the coastal construction control line permitting requirements do not apply to modifications to any existing structure within the limits of the existing foundation which do not require, involve or include any additions to, or repair or modifications of, the existing foundation of that structure. Specifically excluded from this exemption are seawalls (or other rigid coastal or shore protection structures)and any additions or enclosures added, constructed, or installed below the first dwelling floor or lowest deck of the existing structure. For the purposes of this exemption,major structures and additions to major structures proposed above existing patio slabs, decks, or similar unenclosed areas are considered as new structures separate and independent of the existing patio slab,deck, or other unenclosed area and shall comply with the regulatory requirements set forth in this chapter. Also, under no circumstances shall there be any new or additional exterior lighting on the project. Therefore, the above work to the existing structure would not require a permit from this Department, as long as the proposed work is performed in accordance with the provisions of these referenced exemptions. If you have any questions or concerns, or need additional information, I prefer you contact me by e-mail at dana.latino@a de.state.fl.us, otherwise,you may reach me at(850)487-4475 ext 115. Sincerely, A,,� a &�) Dana A. Latino, Engineer Office of Beaches and Coastal Systems DAL "More Protection, Less Process" Printed on recycled paper. �0 001 PRE-APPLICATION REVIEW SUBMITTAL Z City of Atlantic Beach• 800 Seminole Road - Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • FAX (904)247-5805- http://www/ci.atlantic-beach.fl.us Pre-Application Number: SF-2002-07 Date Routed: 03/01/02 Project Name: 2093 Beach Avenue (Dixon addition/remodel) Submittal No. 1 ❑ Commercial ❑ Multi-Family ® Single-Family ❑ Other Departments Routed: ® Building (Don Ford 247-5813) ® Planning and Zoning (Sonya Doerr 247-5817) ® Public Works (Bob Kosoy 247-5878) ❑ Public Utilities (Donna Kaluzniak 247-5834) ❑ Other Date Review Comments Due: Thursday,March 06,2002 Additional Information: Please enter any comments in the appropriate department folder. (FADevelopment Review Comments\) If your department has no comment on this submittal, please enter "reviewed, no comment" by the date comments are due, or it will be assumed your department has no comment. . Pia~ 4we 4/o e-rgilil� a4a� ;s Z � 1p/'d✓/dC rii'I�OPI''v1lJLGo C�'iLl.G7 CLX�CU�GlTTC7,Y� th �� �Ro+�a'�- Ger,✓:: �e;c:, ca�, � mss r f i177®r LAOli CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL,ADDITIONS, OR ALTERATIONS, MOVING, DEMOLITIONS Owner(s) A-cl Job Address- r;L Phone K Lot# ;;,';I? Block or Unit#I1-4,w'!'� Zt-3 Subdivision Contractor State License# Address /S"74/ 77Ce Phone City State Zip S4 Describe work to be done e- Present use of building Valuation of Proposed Construction Proposed use Is this an addition? If yes, what are the dimensions of the added space: ft.x Will the added area be heated and cooled? New electrical (or increase) New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT THREE (COMMERCIAL)TWO (RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/ CONTRACTOR AFFIDAVIT, IF OWNER,)S CONTRACTOR. C-7�01 o Signature of OWNE Date: IV -2, Signature of CONTRACTOR Date 11,,?1V STATE OFF RIDA COUNTY OF, �1)1A 1, C1 Sworn to (or affirmed)and subscribed before me this day of A,if Ovol-il- -V' . 2001 AS TO OWNER. Notary's Signatur J, 40v Jacquelyn R Heufalder ;9C Personally known 0 Produced Identification * *My Commission CC785209 Expires December 7,2002 Type of identification produced Sworn to (or affirmed)and subscribed before me this day of 2006 A, AS TO CONTRACTOR: Notary's Signatu,4;41-jl b �V Personally known Jacque"R HeVelder C1 Produced Identification *.r,*My commission CC785209 Expires December 7,2002 Type of identification produced BENCHMARK M.wy Feb. 28, 2002 HOMES To: Don Ford k2 Building Official City Of Atlantic Beach : From: Eich Morrison RE: Dixon Remodel 2093 Beach Avenue The following documents are provided for the Remodel at 2.903 Beach Avenue: -Notice of Commencement -Building Permit Application -Sep 27, 2002, Letter from the DEP not requiring any DEP approvals for the remodel. -Sep 13, 2002, Letter from Jeff Hulsberg related to the existing piling system -Plans and elevations from Cote&Associates -Structural Engineering from Jeff Hulsberg with truss engineering from Manning -Window and door data Please contact me if you need any additional information for processing of this permit. Your help is appreciated. PROFESSIONALS SERVING PROFESSIONALS 1579 The Greens Way #12,- Jacksonville Beach, FL 32250 - (904) 280-8777 - Fax (904) 280-9060 e-mail: benchco@bellsouth.net www.customluxuryhomes.com Jeffrey K. Hulsberg, P. E. 2955 Hartley Rd., Suite 202 Jacksonville,FL 32257 (904)886-2401 /FAX(904)260-4367 .r J .... t'' '.d ......a.. September 13, 2001 Office of Beaches&Coastal Systems 3900 Commonwealth Blvd. Tallahassee,FL 32399-3000 Re: Benchmark Homes 2093 Beach Avenue To Whom It May Concern: The contractor on the subject project has proposed an addition to the rear of the structure. Based on my review of the original structural plans and a visit to the site,I have determined that the new addition shall be solely supported by the existing pile foundation. No additional piles or pile caps will be required. If you have any questions,please feel free to contact my office. Thank yo / Jeff . Hulsberg,P.E. Department of F , Environmental Protection � Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard Governor Tallahassee, Florida 32399-3000 David ry Secrea taary September 27,2001 Coastal Consulting and Restoration, P.A. c%Kevin Partel, President 4230 Myrtle Street St. Augustine, Florida 32095 Dear Mr. Partel: DEP Consultation File Number: CNS-DU128(Dixon) SUBJECT PROPERTY: Between approximately 50 feet and 100 feet south of the Department of Environmental Protection's reference monument R42, in Duval County. Property Address: 2093 Beach Avenue, Atlantic Beach. This is in response to your request for comments on the effect of the coastal construction control line regulations on squaring up a building with no modifications to the foundations to the existing dwelling and it is within the same print. Pursuant to Subsection 161.053(12), Florida Statutes, and Subsection 62B-33.004(4), Florida Administrative Code, the coastal construction control line permitting requirements do not apply to modifications to any existing structure within the limits of the existing foundation which do not require, involve or include any additions to, or repair or modifications of, the existing foundation of that structure. Specifically excluded from this exemption are seawalls (or other rigid coastal or shore protection structures)and any additions or enclosures added, constructed, or installed below the first dwelling floor or lowest deck of the existing structure. For the purposes of this exemption,major structures and additions to major structures proposed above existing patio slabs, decks, or similar unenclosed areas are considered as new structures separate and independent of the existing patio slab, deck, or other unenclosed area and shall comply with the regulatory requirements set forth in this chapter. Also, under no circumstances shall there be any new or additional exterior lighting on the project. Therefore, the above work to the existing structure would not require a permit from this Department, as long as the proposed work is performed in accordance with the provisions of these referenced exemptions. If you have any questions or concerns, or need additional information, I prefer you contact me by e-mail at dana.laCino@L&T.state.tl.us, otherwise,you may reach me at(850)487-4475 ext 115. Sincerely, 4,., Q ,& �) Dana A. Latino, Engineer Office of Beaches and Coastal Systems DAL "More Protection, Less Process" Printed on recycled paper. i} HORIZONTAL STRUTS EADPLATE REVISIONS SPRING ANCHOR HORIZONTAL STRUTS 3 1/8 SHAFT BRACKET - RFP PER ORR 400525 12 3/] SS '.HED w1 IN 16 h COIZONTAL UNTERBOCOUNTERB TRACK .D" A REV PER ECO 41125 t ,/4 AT EACH END ALANCE i IN, 1 ;APS _ LES. 72\R PTIONAL SPLICE IN .t_ HORIZONTAL TRACK AT "D.. F�--1 7/6" THK. TOP OF RADIUS C' D17 405964-0002 a7 4 STRUT REF. OPENING HEIGHT "A" (VARIES) •-O,. SHAFT Q MAXg. HEIGHT (VARIES) OPENING HEIGHT MINUS 11" 1 V246450-0003 54 1/2 36ND HINGE 0 i/2 .,A,. SECTION "A-A" SCALE: 1/8 405964-0001 B STANDARD TRACK DETAIL 2X4 STRUTSOR HS STRUTS SCALE: 1/16" 1'• OR 2 X 4 .083 STEEL TUBE +I [-.968 DOOR WIDTH I /N 405964-0001 4 INTERIOR ELEVATION END HINGE 4 _/ TRACK 2.093 SCALE: 1/16"=1" I �1 1/4" TRACK BOLT 000 I it VIEW "D-D" I I, % 1 3/4" __f REF 2" TRACK ' it SCREW OR ' X 1 1/2" SHAFTR I II LOK/BOLT QUI VALENT DETAIL "E" END BRKT. t rI SCALE: 1/8 STILE I OLLER DETAIL "C" SCALE: 1/4 i 2 X a X 083 STEEL TUBE STRUT ATTACH W/1/4"-20 X 3/4" SCREWS ) ' ND rr/n/nLL„yy STILE D SECTION "QS I STEEL TUBE STRUTS SERIES 390 - 40 PSF WINDLOAD DOOR WIDTH CENTER STILE END STILE BOILER SHAFT STRUTS SECT. ROLLER VERTICAL TRACK JAMB TOAD HARDWARE BRACKET / GAGE PER FT-HT _-2 X 4 STRUT 8 N A SINGLE YES HSO 2” 7/16 .049 160 STD 9 N/A SINGLE YES HSO 2" 7/16 .049 180 STD 10 N/A SINGLE YES HS2 2" 7"16 .049 200 STD STEEL HS STRUT, i6 N/A SINGLE YES 2-HS3 2" 7716 .068 320 STO SECT ION "B-B" P/N 400650-XXXX 1 18 N A SINGLE YES 2 X 4 X .083 2" 7/16 .068 360 STD STEEL STRUTS 16 N A SINGLE YES 2-2 X 4 2" 7/16 .068 320 $TD 18 N A N A N A N'A N A N/A N/A NA •V EYNA / /93 SERIES 390 RESIDENTIAL -RIES 397 & 394 „• �•, ""' N 2 O1 STEEL DOOR, 40 PSF t/V.A(£,NT CONSTRUCTION - ••�.. •.N;AM AOA"lOHN$ON IZ/3/g} D- 408745 __..._ ..n....<.... .. ..S•g000HER 12/3/93 3 B I 1 4 e. �Ljf4f Y.r4 T . ? CIJR FJ: „ F ' ' .it+r - ` , i r\�!�`�'F(1,i L,1r+f�f3r. �n Y_3! �� y ) �i •�=' '•t^� J:�1 � S 1 1 q U 1 F F� FOUND I/2"IROf:Fl7P7 ,• T I s"""" .d _r_- CAP UMREADADLP d!A S pbow yZ bt�3u;; i(Dk • i CONVIETI `A,� CAP URJF3ge�Di'9'A..S GRi dr 3Bt.3 ---- W fax 5 FRAME iy a S N GARAGE a = F.F.a 10.00 J� 33_.3' FNPTFs THIS IS A BOUNDARY SURVEY. Z O BEARINGS BASED ON THE COASTAL O cx CONSTRUCTION SETBACK LINE 5 0O 24.4 -f '� T' BETWEEN MONUMENTS R-42 AND Z 7.4 Y j IL) R-43. 0 inP; '$ N Lr NO BUILDING RESTRICTION LINE - fs M o PER PLAT cco O t0 AND D TEPS 3 10.4 n N O BENCHMARK IS A NAIL IN A POWER td N — — fl: POLE AT THE SE CORNER OF 20th n 2-STORY STREET AND BEACH AVENUE. .a n FRAME ELEVATION ■ 16.74 N.G.V 0. AND AX COQUINA ^ as ALL FENCES ARE 6'WOOD PRIVACY. LOT T7 RESIDENCE ❑� LOT 79 F.R • 20.04 0 I. ' I af LJ /12 0[0� O c °K% 0 = I 20.7 k It COLUMNS OD OD vv, COASTAL CONSTRUCTIA BACK LINE 03o IS' 23" E. SET S. 9T.o7 8 664.54 50.00 g� ONLINE 0.2' _ h u FOUND D.N.R.MONUMENT 'g No. M-42 ' 1M i ui FOUND I/2"IRON:7�:LWAV-Lr-YLINj-ONLy 1'39'S7"W 49.95' FOUND 1/2"IRON PIPE No. 3293 / No. 3000 D.KA./ --- --- MONUME fait--437 S.O10 49' 11'E EROSION CONTROL LINE 49.93' ATLANTIC OCEAN I HEREBY CERTIFY THAT THE PROPERTY SHOWN HERSON LIES I ?.ONE " OITt'SIDE 500 YEAR FLOOD) AS SHOWN ON THE FLOOD HAZARD BOUNDARY MAP FOR ATLANTIC BEAM, MORIDA. I HEREBY CERTIFY TO PETER K. TINNES2, BARNETT' BANK OF JACKSONVILLE, N.A. , AND TITLE I.N51.IRq'Vl'L' CWANY OF MINNESOTA THAT I HAVE SURVEYED THE 1,ANDS AS SHOWN IN THE ABOVE CAPTION AND THAT CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION : ,LCICAT[ON INFORMATION.. Permit Number: 23712 Address: 2093 BEACH AVENUE Permit Type: REMODELING ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):78 Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH UNIT Est. Value: Parcel Number: Improv. Cost: 500,000.00 OWNERaNF©RMATIC} I. . . Date Issued: 3/26/2002 Name: DIXON, ROSANNA & J. D. Total Fees: 2,725.00 Address: 2093 BEACH AVENUE Amount Paid: 2,725.00 ATLANTIC BEACH, FL 32233 Date Paid: 3/26/2002 Phone: 000)000-0000 Work Desc: REMODEURENOVATION PER PLANS :>CONTRACTOR;S _ APPCAT ON"FEES. , BENCHMARK HOMES - M 2,490:00 200.00 35.00 ffi< x �x MSs x %5111V x et. r1'^�.,'* rx r• x , i —ah�'��'t,� , ,^.x�sr ��,•"`�5^" a "`� v',,`,�* ,��.� � tee' � .-y�:..�` .rs*..w.►C �r �A4ir,- ,.�.r.��`�w' .�+ '� w�r 's"�'��^''�",.�h�s�.t'�ws'"`1 �,� i, yar�'�..- `�Vr � S ' T � 17 � �tt A'�'� -+`py =" 1 "ev K i+ '. ✓—cl'fr �:? ' Y. � NOTICE: I=CT � #ET # AT7 2A �PRta `I LIS# TION BUILDING MATERIAL, I.SSIITI^Il1Vtf IIII� LIC SPACE, AND MUST BE CLEARED "FAILURE TO COMPL; IN THE PROPERTY OWNER P ISSUED ACCORDING TO APPRO f't,A { !'` H D SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR Aper: 3IEG/BZ 81 Receipt DO; 45361 Date: $272560 Total tende-red Total paysent. AT TIC BEACH UILDING-DEPT. RE C. CITY OF ATLANTIC BEACH V(PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS,;- MOVING, DEMOLITIONS Owner(s) Job Address 6) Phone IV, /Y771 13 c,y— Lot# �1? Block or Unit# Subdivision Contractor State License# Address /-7 2- Phone 7 3 2 Zip --2 City State Describe work to be done 7 Present use of building--Z �Si,,,,, Valuation of Proposed Construction_ Proposed use OiZ2�>,a Is this an addition? 41';5� If yes, what are the dimensions of the added space: /S, ft.x Will the added area be heated and cooled? LAe � New electrical (or increase) Ve�- New plumbing fixtures? New fireplace? 14e-0.:5 New Heat1AC? 7 SUBMIT THREE (COMMERCIAL)TWO (RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/ CONTRACTOR AFFIDAVIT, IF OWNS CONTRACTOR. Signature of OWNE9 Date: Nol/ Signature of CONTRACTOR Date 11%1V STATE OFF RIDA C COUNTY'OF , 1A I)CI 2001 Sworn to(or affirmed)and subscribed before me this day of AS TO OWNER: Notary's Signatur -u- 0041 N Jacquelyn R Houtelder Personally known *gIc *My Commission CC785209 ❑ Produced Identification V*" Expires December 7,2002 Type of identification produced Swo m to (or affirmed) and subscribed before me this Od day of2000 AS TO CONTRACTOR: Notary's Signatu h, Jacquelyn R HWelder Personally known 0 Produced Identification f*My Commission OC786209 Expires December 7,2002 Type of identification produced CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 .4 1 JS3!>r- Application Number . . . . . 03-00025977 Date 4/30/03 Property Address . . . . . . 2093 BEACH AVE Tenant nbr, name . . . . . . IRRIGATION METER Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ DIXON, JERROLD D. OWNER 2093 BEACH AVENUE ATLANTIC BEACH FL 32233 (904) 704-6768 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 4/30/03 Valuation . . . . 0 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CAPITAL IMPROVEMENT 325 . 00 WATER CONNECT/TAP & METER 525 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 885 . 00 885 . 00 . 00 . 00 Grand Total 885 . 00 885 . 00 . 00 . 00 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, BUILDING OFFICIAL CITY OF ATLANTIC BEACH j � 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM: 852-5800 s ° http://ci.atlantic-beach.fl.us C' Date: �� J 21117wTI& RL Dear Property Owner: The costs to connect your building to the City sewer and/or water system are as follows: cxln Sewer Tap—Labor and materials to tap into sewer main $ ` Water Tap—Labor and materials to tap into water main $ 525.00 560.00 Water Meter—Cost of Meter $ Cross Connection Inspection—Inspection by Public Works to ensure backflow prevention $ 35.00 35.00 Sewer Impact Fees—Funds future expansion of the sewer plant $ Water Impact Fee—Funds future expansion of the water plants $ Capital Improvement—Funds for improvements, Expansion or replacement to water system $ 325.00 550.00 TOTAL COSTS $ 885.00 1145.00 If you have any questions concerning these charges, please call the building department at 247-5826. Sincerely, Don C. Ford Building Official You must supply your own backflow preventer. f'j rL�J,rf J1 JS � , CITY OF ATLANTIC BEACH S;► 800 SEMINOLE ROAD --� ', r ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025742 Date 3/25/03 Property Address . . . . . . 2093 BEACH AVE Tenant nbr, name . . . . . . WIRE FOR REMODEL Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ DIXON BIVINS ELECTRIC CO. 2093 BEACH AVENUE 1004 SOUTH SECOND STREET ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 249-4308 ---------------------------------------------------------------------------- Permit . . . . . . W/W/O ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 140 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments 300AMP, 1PH, 240VOLT, 3 -RACEWAY, 3W Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 140 . 00 140 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 140 . 00 140 . 00 . 00 . 00 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. BUILDING OFFICIAL 1 r Abaftmeswar FWm rtiagmit -Z TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-� v IMPORTANT NCTICE: I CONSIDERATION, OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE $ AGREE TO PERFORM SAID OR ORDANCE WITH THE ATTACKED PLANS AND SPECIFICATI0fi5, RICH RE A PART HEREOF, AND lN' CIO E WITH THEE :RICAL REGULATION DES AND CITY ATLA C BEACH OR A CES. ` r r ECTRICAL FIRM: M ELECTRICI iGNAT(3R8 NAME "D AD AESS:.ZCl._wRFD BOX BLDG.SIZE f=� ► f `i I �` TNEEN:__ RI M.e� A+'r•( ) =MM.( ) PUBLIC( ) INDUS.l ) NEW ( ) OLD ( 1 REW.t 1 ACCITION( ) TRAILER ( ) TLMP.( ) SIGAIS ( ) SII,FT. SERVICF NEW( ) INCREASE( ) REPAIR ( ) F== CONDUCTOR SIZE AMPS CCPPSR ( ) ALUM. ( ) Sv"TCH OR BREAKER AMPS I PHI W11 VOLT I RACEWAY M EX=T.SERV.SIZE AMPS I PHI W 1 VOLT I RACZWAY I FEEDERS NO. S;Z=— NO. S]ZE I NO. SIZE I LIGHTING OUTLETS I I =NCEALM I OPEN I I TOTAL I REC�TACLE5 I =14CEAUD I I OPEN I TOTAL I �0-10 AMPS. t.ZOO AMPS. swrrcHrs I INCANDESCENT FLUCRESCeAT&M.V. I 4 FLU= 100 AMPS. OVIR ` 1 APT0. LIANCE9 I I BELL TRANSF. AIR I H.P.RATING M.P.RATING I CII140IT70NING CAMP.MOTOR OT14ERR MOTORS I AMPS ICEIL HEAT:; )CN-HEATI I I I I 1 I I ! I I az c �v MOTORS I H.P. I VOLTAGE I PHS I NO, 11 H.P. I VQLTAGc I PHS I M1=-LLANE0U3 I I I TRANSFORMERS I UNDER 600 V. I�I I OVER 500 V. I INO. I KVA I( I I NO. IKVA , NC.NEON TRANSF. INC. VA. IMA. MOTOR SIZESwITCi I FL.ASHE F-AC34 SIGN. I FORWARDED S TOTAL Ff3 i CITY OF 2#140 ate-�� Office of Building Official REQUEST FOR INSPE ON r -- Q -- Pe it No. Datesv- "" Time A.M. n Received P.M. Job Address ( cality, Owner's Name Contractor BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ --Rough Wiring- '❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole �� Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FO{ INSPECTION .M. � Mon. Tues. Wed. Thurs. Friday b n� A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date -- _ CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax:247-5877 L , 11 ELECTRICAL PERMIT I _' PERM#T.114Ft311NI AT' E M TION INFO MATIJON Permit Number: 23545 _ Address: 2093 BEACH AVENUE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):78 Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH UNIT Est. Value: Parcel Number: Improv. Cost: OW R`t IPORIwI�tUC Date Issued: 3/05/2002 Name: DIXON, ROSANNA & J. D. Total Fees: 25.00 Address: 2093 BEACH AVENUE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 j Date Paid:• 3/06/2002 Phone: (000)000-0000 Work Desc: 60AMP 1PH 3W 220V- TEMPORARY POLE l Ct"3iT1 ►GTOR(�` 4PPL1CTlN FI=ES BIVINS ELECTRIC CO. 25.00 a: Y, ds.k .:Stair 0.1 iY+. k'• y ,.FS: y5,t�,.!n 'k' _S#YSF'`vfi�Yr 7_ `y � 10".. y v .. NOTICE 1h yy T � � � PECTION BUILDING MATERI TM €? LIC SPACE,AND MUST BE CLEARED ..FAILURE TO COM 1N THE I PROPERTY OWNER NC ISSUED ACCORDING TO APP SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE h , t Oper: CHERYLE Type:OC Drawer: 1 Date: 3/85/82 81 Receipt no: 39446 14 PERMITS-BUILDING 1 $25.1111 ATLANTIC BEACH BUILDING DEPT. Trans number: 793485 CK CHECKS 7885 f25 88 Trans date: 3/85/82 Time: 16:29:35 .�.� 3/R5/0278651iise: 16%0A CATY OF ATLANTIC BEACH, FLORIDA I Ey APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: WOORTANT NOTICE: I CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE 8 AGREE TO PERFORM SAID OR ORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, HICH RE A PART HEREOF, AND IN' CORDAN E WITH THELETRICAL REGULATION DES VICITY ATLA C BEACH OR A CES. T-` r D'LI ECTRICAL FIRM: mOTFAELECTRiCiAlIGNATURS -m N NAME 1 C � AD KESS:. ��-' �_ .) C'S%AC V' RFD BOX._ BLDG.SIZE BETWEEN: RES. APT.f ) CCMM.l ) PUBLIC( ) INDUS.( ) NEW( ) OLD( ) REW.i ) ADDITION( ) TRAILER t ) TEW.ej SIGNS i I Sa.FT. SERVICE. NEW( ) INCREASE k ) REPAIR ( I F== CONDUCTOR SIZE pp AMPS COPPER ( 1` ALUM. ( ) SIMTC}i OR BREAKER (l7� AMPS I f PH 1 �`N ?�bVOLT I RACEWAY EXIST.SERV.SIZEAMPS I Poi W 1 VOLT I RACSSWAY I FEEDERS NO. SIZE NO. SIZE I NO. SIZE UGHTING OUTLETS I ` CONCEALED ` OPEN i I TOTAL RECEPTACLES � CONCEALED I I OPEN I TOTAL 0.30 AMP7. j �t•f00 AMP4. swITGi Es INCANDESCENT FLUORESCENT&M.V. I FUCED i O.IOO AMYL, Oven APPLIANCES BELL TRANSF. AIR H.P.RATING M.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS I AMPS CELL HEAT:; KW-HEAT I � I I I I I al avat MOTORS H.P, j VOLTAGE PHS NO. 1 VOLTAGE PHS • I l I I . MISCELLANEOUS e�w w 7- 1 ZL i TRANSFORMERS: UNDER 600 V. I I OVER 600 V. NO. I KVA I NO. KVA NO.NEON TRANSF. NO. VA. I MA. MOTOR SIZE SWITCIi FLASHE EACH SIGN FORWARDED S TOTAL FEES CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD -. ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025163 Date 1/21/03 Property Address . . . . . . 2093 BEACH AVE Tenant nbr, name . . . . . . POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 32000 Owner Contractor ------------------------ ------------------------ DIXON SURFSIDE POOLS 2093 BEACH AVENUE 313 BEACH BLVD. ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-2666 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . 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 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 WHIC PART OF THIS PERI AND UBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ` � �i BUILDING OFFICIAL rr Lylj � c�z CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE: Z1 O 206,3 IMPORTANT NOTICE: — IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL CONTRACTOR: �� i2•�E'T `� SL,e s MASTER ELECTRICIANS SIGNATURE: OWNER OF PROPERTY: JOB ADDRESS: RES.( APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( } OLD(,�W.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NEW INCREASE REPAIR( CONDUCTOR SIZE AMPS: COPPER ) ALUM.( ) FEES SWITCH OR BREAKER 2AMPS PH W OLTP RACEWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES ICONCEALED OPEN TOTAL 0.30AMPS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS I ( Z `�c:>MISCELLANEOUS i� ( f( tel UNDER 600V VER 600V TRANSFORMERS: NO. IKVA NO. IKVA NO.NEON TRANSF. NO I VA I MA I MOTOR SIZE I SWITCH I FLASHERS EACH SIGN 800 Seminole Road• Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us RevigM 01 n 7in3 i M1=(.;HANIUAL F'CKIVII I 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION — — Permit Number: 24416 — — -- —+— _LOCATION INFORMATION Address: 2093 BEACH AVENUE Permit Type: MECHANICAL ATLANTIC BEACH, 32233 Class of Work: NEW Township: Range: Book: Proposed Use: -SINGLE FAMILY -78 Block: Section: Square Feet: 1 Subdivision: NORTH ATLANTIC BEACH UNIT. j Est. Value: Parcel Number: improv. Cost: Name: D XN NR.INFRMAO €F O TI N Date Issued:, 7/10/2002 f — Total Fees: 25.00 Address:' 2093 BEACH AVENUE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233. Date Paid: 7/10/2002 Phone: (000)000-0000 Work Desc:- LPG GAS CONTAINERS — CONTRACTOR S �— _. _ �_ - APPLICATION FEES SAWYER GAS COMPANY = _ . — `:25.00 . --r Fu `� 5'Jyyi�2 itP •�-.-t���' ' ` fY-AJC"'•"Axe-• 4 S L''�4,;�- 152, o�s 01 r �'3.:���°�"�a�- •��. * - ,f r f :If .yq 'tr `.w°�yQ...•-+.�-3E. � v i } r3'7�. ar R, 4, .,++ -.mow �a c:,r r"`r srv'+S}3n.a ti ea^,^•r".' a' s5 'i"'-w t�r YS ^�„A. :': t y`.' = _ _ . ��',•1 wS:-e -� a„+ .><.y '•'y# IBM lCw;., 'p"1 ' "! x,.F -'W.`^'Fkrc..s�'-�y,. ln�B�e ` `-"' Y �. ct.+ �nr ..vZv.`" 1S„'� 1 -.'�'4Y.. ,E.+. ..,,i-?ti t.� �s':"''��'.- - ,�., +u r t i 7 _,a,. ,- r ? 4„ , _ t..„},x za•F„ri+ -tL(^*�`+"3.'+%+-riri�..c- ?r ;,nacr ' a'a' �✓. e any ova; , :r f . 7 A911F e"Fg;,cs - 'aJi r < � 'S-.�' a .� � �* -, ,w � �S-�•s � � 1 .'r } 11 3 �< . 'a;, w'3,1 '�' Vi. , vc...� '�" ,`+�-a skip'"°' '- rer"• 9 xr '.i ast .s,ts'` ,,; K TED AT NO - N # '.#: -`vnd"� iy �•-, „�, _ _'t.. BUILDING "T M SPACE;AND <' — - MUST BE CLEAR 10 rt ”' s .� �304+. } "'FAILURE TO C� � E PROPERTY OWNI 1 i ISSUED ACCORDING TOA JECT TO REVOCATION FOR VIOLATION.OF APPLICA ;y L h c ---___--_.--- • - . w a.:•.: .rye • i operc. BSNITI Type: oc Brewer: I' �, Datt: T/ii/82 it Receipt ra: 72226 . 14 PSMIMMILDIMG- I $25.08 . ATI.-A TIC BEACH UILDING 001oe�32210� : ` .: c0 Clt�.. . 550.08 Tra" data.:_ 7!11/82 Tin: 16:55:53 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections 1, 11, III, and IV. I• Street Address: P_D!f j &~ q # LOCATION OF Intersecting Streets:Between tleS„rtAdM,&f Xagd And_ Zabx,* SZNI f BUILDING Sub-division O46 Il. INDENTIFICATION—To be completed by all applicants. In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Name of Mechanical Contractors Contractor Print 6Vf Master O/ O B y/ Name of Property Owner kf Signature of Owner Signature of / Or Authorized Agent `V Architect or En ineer III. GENERAL INFO MATION A. Type of heating fuel: B. ❑ Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP _Natural _Central Utility BUILDING OR SITE? f/AO ❑ Oil ❑ Other–Specify IF YES,GIVE N ER OF CONSTRUCTION IV. PERMIT___2_4!2 MECHANICAL EQUIPMENT TO BE NATURE OF WORK INSTALLED & Residential or Commercial ❑ New Building (Provide complete list of components on back of this form) .�b Existing Building ❑ Heat _Space _Recessed —Central _Floor L3 Replacement of existing system El Air Conditioning: Room Central .�ff New Installation(No system previously installed) ❑ Duct System: Material Thickness ❑ Extension or add-on to existing system ❑ Refrigeration Maximum capacity cfm LlOther- Specify ❑ Cooling tower: Capacitym ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator (Number) ❑ Gasoline pumps (Number) (Received) ❑ Tanks (Number) Remarks 0 LPG containers / (Number) ❑ Unfired pressure vessel Permit Approved by_ Date ❑ Boilers pp ❑ Other–Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons Agency HEATING–FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BTU Agency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency • MGC' CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24142 Address: 2093 BEACH AVENUE Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Ranger Book: Proposed Use: SINGLE FAMILY Lot(s):78 Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH UNIT Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 5/23/2002 Name: DIXON, ROSANNA & J. D. Total Fees: 81.00 : 2093 BEACH AVENUE Amount Paid: 81.00 NTIC BEACH, FL 32233 Date Paid: 5/23/2002 n 00 Q-0000 Work Desc: INSTALL CONTRACTOWS), 4 , A0P1LIC9WN FEES OCEAN STATE HEAT & �. 81.00 s.. � .rk+'v9 . Yrwy 1 U aAli, au 'mss ' � <•,;:' ,+�. � m��., nT... „ NOTICE ` SPECTIO "I UST BE REQUESTED AT LEAST 24 HOUR IORTO I PECTION BUILDING MATERIAL F� BISH AND RtS FROM THIS.WORK.MUST BE PLACED , PUBLIC SPACE, AND MUST BE CLEARED UPA' HAULE EITHER,CONTRA O t3WNER "FAILURE TO COMPLY W 'HE 4N L N A ,. SULT IN THE PROPERTY OWNER PAYING 00 "' LEN t TS" ISSUED ACCORDING TO APPROVED PLANS WH1COF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. N*: Am" Me: 5123M a14 -rip:�no: 640 ATLANTIC BEACH BUIL - Q*= .i1 Tram date: 1123102 *• BUILDING AND ZONING INSPEOTION DIYISICN CITY OF ATLANTIC BFAC;-i ATLANTIC 9aAC3,naltloA 32"33 APPLICATION FOR MECHANICAL PERIMIT FAL-Iiq NUMaEri IMPCRIANT ( i A�ppiic-r- -o complete ail 'ems „ ;ec`icrs 'll, enc IV, LCC.i l:CN street Address: dd,' i 3 I IntersectlAg Sln•n: 3afw.en S<M•i�••►�t � S;IL I ', uiLr(NG Ana � sub•dirision i A. ZENTIFiCATICIN —'o be completed by ail applicants. • i ;n Consideration of permit 30en far doing the wori as duen'oed in the Above slat �•hereby a tee fo , with !ha Arfeeii►d plena Ana sweirium h ere a ;art hereof and in of aeod.pncNce listed the'em. Aceordencs with 'he Gfy of:aeisonriile ordid woo and standards Name of Mieeanieei I Vt ' Conincton Gae•uter Trint e.,. '�.•T�� Mater Name 1. I hese r j p Signs"of pen w A Agent Architect or enginwr (t, GENRAL IN r N Type ai hosting fusit _ IS oTH EA CCNSTAUCtON BEING CONE ON c THIS 3UILJING on arrET yrs C Sae— LP I: 4etvrsi Ir Cosjni Utility C Ca IF YES, :IVE HUMBER OF CONSTRUCTON PERMIT Z,;-J/'Z G Other-sp.eify 1V. #gpiANM.AL SOUIPM(NT TO is INSTALLM NATURE CF WORK (ha+ide aanpiera list of comeenosn an beck of thin fens) 121-1 Residenflal or ❑ Commercial 2' Heat ❑ space V Recened rJ Gntrel Q peer 7t"',New Bwldlnp Gndtflening: Cj Roans a Central C Eslating Building LS Nct sydem: Met":011 L 6"S"ll"01 Thicknaa Q-b ❑ Replacement of existing system Maximem capacity 1('000 c,{ 12' New inslailatlon(No System previously Installed) C Refrigelerien G Extenelon or add-on to existing system C 7- Other-apeafy Geitaq Is of Capacity g�wa• C; am grieklant Numear mi Ises•ls - Q swam, ❑ Manila ❑ EwAiafer (mmimwl THIS SPACS POR om=Us ONLY ❑.GeaeJaa pem!�— „tmlmkw) iRaeeiwd) ❑.'Tanin .1nw"wj Remaeis ❑ LPC aentai-�- Inemserl ❑ Jsfitd pjeerara ve�et Q lvti.re Pepsi► Amino d by Dee- .. I: ower—Spwjfr Permit Fes . L:ST ALL BIRMPMENT Asst CDINDMOMNG AND REMCEMT1011 EQUU%WIT .Vt=b r Unita Drtoar Won No"Number Xaavtaatunr Capacity (Zbaa) G� oeT RBATLIG-FUANACE4,301* RS,FIaaw M= ?Number Unita Deaadpu— Yodel Number Yaautsaturer (�jr ACRUW � :r or K CN o ��•� HL ) � 1 TAXXS I Now Sant :Pambrl Capacity rn" Ag a" Contain" Yaettuer No. r` Book 40347 Page 522 P, 522 FiitO i 1Recor" 4Fj4Wioditta,M ; InCM . NOTICE OF COMMENCEMENT i - T CW TO WHOM IT MAY CONCERN: The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF CONIMENCEiNIENT. Description of Property _ Jr-,.s- Al'. iOWI,-7-1.#,l � 2�>Gi 3 �.n�.' Yom' /¢7Z'/�•`�,->c �a� �� r 3Z-23 3 ' General Description of Improvements /e Owner j-' Address: is- s% -f A7--f7 Owner's interest in site of improvements: Fee Simple Title Holder(if other than owner) Name Address �•y Contractor �r� ,�'�a�!/ f �''r> 11 ��� Address Surety (if any) Address Amount of Bond Name of person within the State of Florida designated by owner upon whom-notices or other documents may be served: Name�`.0, ✓ ,, - s �� Address ;7S /S1-/' S'T ,?/�° fs, 2 2 23� In addition to himself, owner designates the following person to receive a copy of the Leinor's Notice as provided in Section 713.13(1)(F), Florida Statutes. (Fill in* at Owner's option). Name Address: o rt�r Swom to and subscribed before me this day Ll�of A �41_ d / 42 Jwqueyn R Heufeider * *MY comminion CC785200 3�rn�Expires December 7,2002 Not u WATER IMPACT FEE WORK SHEET ADDRESS: t 3 - V DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting.of water closet, lavatory., bidet, and bathtub or shower 6 Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Drinking fountain 1/2 Floor drains 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink (circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet, private installation 4 Water closet, public installation 6 TOTAL NUMBER OF UNITS = MULTIPLIED x 20 TOTAL$ (� CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23990 Address: "2093 BEACH AVENUE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of.Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):78 Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH UNIT Est.Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 5/01/2002- . Name: DIXON, ROSANNA &J. D. Total Fees: 99.00 Address: - 2093 BEACH AVENUE Amount Paid: 99.00 ATLANTIC BEACH, FL 32233 Date Paid: 5/01/2002 . Phone: (000)000-0000 Work Desc: INSTALL PLUMBING CONTRACTORS APPLICATION FEES ATLANTIC COAST PLUMBING &TILE 99.00 NOTICE - I r- - ECTION BUILDING a1MATERI � _�� - - �� IN PUBLtC SPACE, AND MUST . 't D HAUL' �._ ; 11` J OR OWNER "FAILURE TO COMPL : :1 IN THE PROPERTY-OWNER PA ISSUED ACCORDING TO APPROVE _ AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE-PROVf e: 5 02.!1 RidptCno : 543281 or ATLANTIC BEACH B ILDI EPT. 14Ai@AITSi ILDIIIG 12M UO 899.00 13629105 899.00 :,/yl Trans date: 5/01/'� filiff 17:13:52 CITY OF ATLANTIC BEACH APPLICATION FOR PLi114BING PERMIT -2c,)93- JOB 2c,)9JOB LOCATION: e [-f 4 U t OWNER OF PROPERTY: X 0 nJ TELEPHONE NO. PLUMBING CONTRACTOR L� � � 1!f r' v •v CONTRACTOR' S ADDRESS : o c,-/ STATE LICENSE NUMBER: C Y C" C) �QI G� TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS 2 BATH TUBS f DISHWASHERS URINALS DISPOSALS Z_ CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE / OTHER TOTAL FIXTURES: x $3 . 50 + $15 . 00 � -t - MINIMUM PERMIT FEE - $25. 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: 1L4 '�i ----------------------------------------------------------------- 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 PRIOR TO COVERING UP - (904:) 247-5834 4 Pa and Wading Pool Vent Arrangement e Florida Building Code Spas and Wading Pools NOTES Teat Protocol and Aeaults • Tested in compliance with Florida Building Code 424.2.6.6 suction entrapment atmospheric vent test protocol. • The actual suction entrapment atmospheric vent testing was accomplished under my direction and supervision in Florida for pools and spas on 8 December, 2001 and 17 January, 2002. • The Maximum Vacuum attained during the above tests A1987 listed Grates = with one sump plugged and a body entrapment with matching Main Drain on the other sump never exceeded 4.5 inches of mercury. The entraped body released in less than three (3) seconds. Installation Protocol • All suction piping and fittings shall be either 1 1/2" or 2". • All atmospheric vent piping and fittings shall be 1 1/2". c Fent Piping ' Maximum suction pipe water velocity six (6) feet per second. 6 feet per second water velocity in 1 1/2" pipe is 38 GPM 5 feet per second water velocity in 2" pipe is 63 GPM ' Spa grates may be located on two different design planes; i.e., one on the bottom and one on a vertical side wall; or two separate vertical walls. • If there are multiple pumps repeat the plumbing protocol +ate' iength for the second system. ",ent piping 30 feet to Atmosphere manner that the vent lot be blocked by infestation, is build-up, or microbiological .� amination. ;`` ��, vents "POOL SAFETY DEVICE DO NOT HANDLE" ;`s, he .,K: ` t Atmospheric Vent Detail t S w• i Rowley International Inc f ACUATIC Boston. Engtneerng b 1/23,'2002 2326 ares VMdw Del" 1001, 1 au ►r« Verdes Estates. CA OC27�-2766 license expires TEL (3101 377-8724 FAX f310� ]7`.689: ' �7fZ 19[1A�1 �.,r,rre•A•pMLrwMewM.te1r Approved Swimming Po( Dual Main Drain Atmosp Complaint with 424.2.6.6 o- for Residential Swimming Pc No Sc 3•-0" Minimum Note: Spa exception under —f Installation Protocal 1'-6" Minimum (Typ.) Window Screen --- (Typ. 2 Places) Stainless Steel Clamp (Typ. 2 Places) Maximum distance to-- - a— ASME, ANSI A11; Atmospheric Vent Tee or Anti-Vortex F Connection 1'-0" Sumps (Typ. 2 F Suction Piping -- - - - -- = maximum underwater length 50 feet 1 2" Atn 1 1-'2" PVC Tee a - Maximum # of atmosp _ I , — 1 1 2" PVC Pipe �- - Ground level, Pool Deck or maximum Pool Water level, Pump - (U whichever is greater k��_J • e .1 1,,2" atmospheric vent tee shall be located not less than inches, measured from the bottom of the straight leg of the 1/2" tee, above the ground level, pool deck, or meximum pool iter level, whichever provides the greatest elevation. Atmospheric Vent Detail CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 6/05/03 Parcel Number . . . . . 169720-0000- Property Address . . . 2093 BEACH AVE ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . DIXON, ROSANNA & JD Contractor . . . . . . BENCHMARK HOMES 904 280-8777 Application number 03-30023712 000 038 Description of Work RESIDENTIAL ADD/RENOVATE/ALTER Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . ilding Of ficial VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 6/05/03 Parcel Number . . . . . 169720-0000- Property Address . . . 2093 BEACH AVE ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . TO BE UPDATED Owner . . . . . . . . . DIXON, ROSANNA & JD Contractor . . . . . . BENCHMARK HOMES 904 280-8777 Application number 03-30023712 000 038 Description of Work RESIDENTIAL ADD/RENOVATE/ALTER Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . - ilding Of icial VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 6/05/03 Parcel Number . . . . . 169720-0000- Property Address . . . 2093 BEACH AVE ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . DIXON, ROSANNA & JD Contractor . . . . . . BENCHMARK HOMES 904 280-8777 Application number 03-30023712 000 038 Description of Work RESIDENTIAL ADD/RENOVATE/ALTER Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . ilding Of icial VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH PERMIT CAAL'CULATION SHEET Address 4 T / F_1tc t^ft/r E �, rc101Je�{ Date_ :3 Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch `- @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio f @ $ per sq ft = $ TOTAL VALUATION: $ a nate $ Total V luatian 1st $ $ Remaining Value $ . per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ F-30 ( ) Fireplaces @ $15 . 00 $ i- c; BUILDING PERMIT FEE S f WATER IMPACT FEE $ .9- 60 SEWER IMPACT FEE $ O WATER METER/TAP $ Q CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ ' HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : _ BIVINS ELECTRIC CO., INC 1004 SOUTH 2ND ST. JACKSONVILLE BCH,FL 32250 904-249-4308 904-249-0336 FAX - March 21, 2003 Atlantic Beach Bldg. Dept. RE: EARLY POWER REQUEST -. This letter is a request for early power for perm t#23545 property address 2093 Beach Ave. Bivins Electric will be held responsib e or the early power release. This letter is to inform you that the City of Atlantic Beach will not be liable for any problems ;Rd f have any questions please contact Bivins Electric at above number. s-Preside t CITY OFA ANTIC BEACH BUILDING OFFICE r�; Sworn and subscribed to me this�day of �G,�G' - 2003. Personally known Lr/ iffy, Produced Identification TYPE 'j�LA L• Q:•M�ssioy •F'L'T Notary Public State of Florida ober5 FrOi'. 2 IIDD 163174 ;a 'yj'9f-�?"�anc U gid; di k`�*`• AL`l- . 1. F. fsl CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025163 Date 11/22/02 Property Address . . . . . . 2093 BEACH AVE Tenant nbr, name . . . . . . POOL Application description . . . POOL Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 32000 Owner Contractor ------------------------ ------------------------ DIXON SURFSIDE POOLS 2093 BEACH AVENUE 313 BEACH BLVD. ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-2666 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit, Fee . . . . 190 . 00 Plan Check Fee 95 . 00 Issue Date . . . . 11/21/02 Valuation . . . . 32000 Expiration Date 5/21/03 Fee summary Charged Paid Credited Due ------------ ----- ---------- ---------- ---------- ---------- Permit Fee Total 190 . 00 190 . 00 . 00 . 00 95 . 00 95 . 00 . 00 . 00 285 . 00 285 . 00 . 00 . 00 City of Atlantic Beach *** CU RECEIPT *f# OW DSKITH 'type: OC Draw* 1 Date: 11/21/02 01 Receipt no: 13802 be=-iption Qty Alkount 202 25163 BP BUILDIX PERMITS 1 $285.00 Tenda detail CK ams 7491 $285.00 285.00 Total tendered Total payaent $285.00 Trans date: 11121/02 Tisa, 10:20:33 BUILDiNti MAIhRIAL,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 CATV RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS zz PART OFTHIS P RMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. � //' Cry..+ BUILDING OFFICIAL — ------------ w u 10 ,,. .. U = H ac (� z a o 2 Q APPROVED PLAN AS PERMITTED ~ 0 BY OFFICE OF BEACHES 13 w i AND COASTAL SYSTEMS O FLORIDA DEPT.OF ENVIRONMENTAL PROTECTION Z W APPROVED CONSTRUCTION AND ANY OTHER AUTH ORIZFD t a ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE W W PERMIT.CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITFD TO THOSE BOTH SIlOWN ON THE APPROVED PLANS O AND LISTED IN THE PROJECT DESCRIPTION.THIS PERMIT IM IS ISSUED PURSUANT TO Cm 16:61rS,AND OTHER PERMITS MAY BE 'QUIRED. IaEWED DA119 PERMIT NO. 2 3c �e 0 U a X a a CITY OF ATLANTIC BEACH F;T�jFD APPLICATION FOR POOL PERMIT NOV 1 1 2002 JOB ADDRESS v2 67 3 iA-U E-' ATL-., 3c.P4 3 LOT# BLOCK# SUBDIVISION OWNER S�-oY\ ADDRESS -BGX+664 A-0 F- CONTRACTOR ,ghn C ScottIII SurfSide Pools ADDRESS 313 Beach Blvd., Jacksonville Beach F132250 TELEPHONE 904-246-2666 LICENSE# CPCO 44080 VALUATION $-32,000 • � GALLONS SITE PLAN front rear ATE 4(2 IdZ-- DAT P7/02— r 5 MIN. RETURN Rook 10777 Page 2264 PHONE #D-A_(0 (0 DocK 2002332544 Rook.: 107?7 Page: 2264 Filed & Recorded 11/21/2002 09:45:49 AM � • 1IM FULLER otice of ommeneement CLERK, CIRCUIT COURT (III[IAII[ IN ovrMueATc) DUVAL COUNTY RECORDING $ 5.00 TRUST FUND $ 1.00 COPY FEE $ 1.00 To whom it may concern: CERTIFY f 1.00 The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Description of property --——-------------------------------------- o----------- ---------------------CRIj r .- -� vt � 2_ y2 ------------ - --��----3 -------=--------- - �- - --------r'c-----_ ---------------------------------------------------------••------------------------------------------------- General description of improvements _i-t C : Owner __s _ L __�-'_ Cj = ----- L-'== =-'=------------------------------------------- Address _,�_ d.1.:L_� _fl ---� _�-L=----s- -------------- Owner's interest in site of the Improvement Fee Simple Title holder (it other than owner) Name ---------------------------------------------------..._--------------------------------- ----__� r'. Address --------------- -- _ aVA. Conttactor _S.0�S i c�P. _ -------.._...-^____-------_..---------_�-------------------------. (/}����'{ L -----/------------------------- �r---PYX �_ _� _ t Addr+era ---------------- t4utety (if any) ----- -------------------------------------------------------------------------------------• Address _________________ ------------------------------------------------Amount of bond $ Name and address of any person making a loan for the construction of the improvements. Name ------------------- ------------------------------- ----------------------------------------------- Address --------- ---------------------------- -- --- -------- _------------------------------------- Name of person w' of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name --- -------------------------------------------------------------------- Ad,7 -------------------------------------------------------------- _ a %'ryo bb` ging person to receive a copy of the Lienor's Notice as ap�o�!> � e 'will in at Owner's option). 1. .f' LJC)k PLAN REVIEW COMMENTS Permit Application # l`� Applicant: 5 U v-�S o d e CnEi( 5 Address: -,�c)93 ckCL� �-v2a�t U2 Project: hoc ourapplicat'idn is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed '/�? '.000) Signed Date 114wa 00L Contractor Notifie Date PLAN RVIEW COMME S Permit Application # ,�q t5 `G 3 Applicant: J t-%r'FS f CC = S Address: Project: e- c ulication is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed X-CA� Date- Contractor Notiled Date CITY OF ATLANTIC BEACH RF'C''FT''�TFD APPLICATION FOR POOL PERMIT NOV 1 1 2002 BY: JOB ADDRESS 0A:ij Au C- .4 1 LOT# BLOCK# SUBDIVISION OWNERS ADDRESS 64 i4 Uf El— CONTRACTOR John C. Scott,,111. SurfSide Pools ADDRESS 313 Beach Blvd Jacksonville Beach F132250 TELEPHONE 904-246-2666 LICENSE# C'PCO 44080 VALUATION $ 32,600 , GALLONS J 3-5-0 . SITE PLAN front rear SIGNATURE OF OWNER � SIGNATAURE OF CONTRAC DATE L 462-- U .S 4 Kt CITY OFATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 f gt`4 TELEPHONE:(904)247-5800 FAX:(904)247-5805 r) SUNCOM:852-5800 http:/fci.at1anfic-beach.fl.us April 25, 2002 TO WHOM 1l MAY CONCERN. Re: 2093 Beach Avenue Dixon Residence Dear Sir: This letter serves to confirm that the above referenced property is zoned Residential,Single-family(RS-2)and is located within a RL(Residential, Low Density) future land use designation as established by the Comprehensive Plan of the City of Atlantic Beach. Subject to all other applicable permitting requirements, the proposed residential use is consistent with the established Zoning District and the Comprehensive Plan designations_ Please feel free to call (904) 247-5826 with any further questions. Sincerely, Don C. Ford Building Official Sonya B. Doerr Community Development Director CC' City Manager FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Dixon Residence Remodel Builder: Benchmark Homes Address: 2093 Beach Ave. Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:60.0 kBtu✓hr _ 3. Number of units,if multi-family 1 - SEER: 11.00 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap:48.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 11.00 _ 6. Conditioned floor area(ft) 5089 W c. N/A 7. Glass area&type a. Clear-single pane 0.0 W - 13. Heating systems b. Clear-double pane 885.0 ft' - a. Electric Heat Pump Cap:48.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft, - HSPF:7.00 _ d. Tint/other SC/SHGC-double pane 0.0 ft, b. Electric Heat Pump Cap:60.0 kBtu/hr _ 8. Floor types _ HSPF:7.00 _ a. Slab-On-Grade Edge Insulation R=0.0,210.0(p)ft _ c. N/A b.Raised Wood,Post or Pier R=19.0,774.Oftz _ c. N/A 14. Hot water systems 9. Wall types - a. LP Gas Cap:50.0 gallons _ a. Frame,Wood,Exterior R=19.0,3443.0 ft' _ EF:0.66 _ b. Frame,Wood,Adjacent R=19.0,304.0 ff _ b. LP Gas Cap:50.0 gallons c. N/A - EF:0.66 _ d.N/A _ c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,3491.0 fe _ 15. HVAC credits MZ-C,MZ-H _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft - RB-Attic radiant barrier, b. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.17 Total as-built points: 38859.00 PASS Total base points: 51494.00 I hereby certify that the plans and specifications covered Review of the plans and by this calculation are ' mpliance with the Florida specifications covered by this o4 Sr Energy Code. calculation indicates compliance with the Florida Ener PREPARED BY: Ocean State AC Energy Code. DATE: 2 r p Before construction is completed I- a this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553. 8 �, ~ compliance with the Florida Energy Code. Florida Statutes. CO WE OWNER/AGENT: BUILDING OFFICIAL: N_ DATE: o2_ DATE: _ 1L,Co Ll EnergyGauge®(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 2093 Beach Ave., , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 5089.0 33.05 30278.7 Double,Clear N 1.5 17.0 18.0 19.22 0.99 344.1 Double,Clear S 1.5 21.0 36.0 34.50 0.99 1233.9 Double,Clear E 2.0 8.5 42.0 40.22 0.92 1554.1 Double, Clear E 2.0 10.2 26.0 40.22 0.95 992.0 Double, Clear E 2.0 8.0 26.0 40.22 0.91 954.5 Double, Clear E 2.0 10.0 42.0 40.22 0.95 1602.5 Double,Clear E 2.0 11.7 26.0 40.22 0.97 1012.4 Double, Clear N 1.5 27.5 45.0 19.22 1.00 862.3 Double, Clear S 1.5 24.0 12.0 34.50 0.99 411.7 Double,Clear S 1.5 30.7 20.0 34.50 1.00 686.8 Double,Clear E 1.5 17.0 12.0 40.22 1.00 480.4 Double,Clear S 1.5 18.5 75.0 34.50 0.99 2568.3 Double,Clear S 1.5 20.0 15.0 34.50 0.99 513.7 Double, Clear N 1.5 55.5 63.0 19.22 1.00 1208.6 Double, Clear N 1.5 12.0 20.0 19.22 0.99 380.2 Double, Clear E 1.5 8.0 48.0 40.22 0.96 1845.3 Double, Clear E 1.5 8.7 40.0 40.22 0.97 1557.5 Double,Clear N 1.5 16.0 20.0 19.22 0.99 382.3 Double,Clear N 1.5 7.0 18.0 19.22 0.96 331.0 Double,Clear S 1.5 50.0 30.0 34.50 1.00 1032.1 Double,Clear E 1.5 7.0 20.0 40.22 0.94 757.3 Double,Clear NE 1.5 7.0 10.0 28.72 0.95 272.0 Double, Clear NW 1.5 7.0 10.0 25.46 0.95 241.8 Double, Clear S 1.5 15.0 8.0 34.50 0.99 273.4 Double, Clear S 1.5 15.0 20.0 34.50 0.99 683.6 Double, Clear S 1.5 51.0 60.0 34.50 1.00 2064.2 Double, Clear S 1.5 7.0 40.0 34.50 0.90 1240.7 Double,Clear W 1.5 7.0 30.0 36.99 0.94 1045.2 Double,Clear W 1.5 50.0 30.0 36.99 1.00 1108.0 Double,Clear W 1.5 6.5 18.0 36.99 0.93 617.6 Double,Clear N 1.5 4.5 5.0 19.22 0.90 86.6 As-Built Total: 885.0 28344.3 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 304.0 0.7 212.8 Frame,Wood,Exterior 19.0 3443.0 0.90 3098.7 Exterior 3443.0 1.70 5853.1 Frame,Wood,Adjacent 19.0 304.0 0.40 121.6 Base Total: 3747.0 6065.9 As-Built Total: 3747.0 3220.3 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 2093 Beach Ave., , , PERMIT#: BASE AS-BUILT DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 36.0 2.40 86.4 Exterior Wood 66.0 6.10 402.6 Exterior 66.0 6.10 402.6 Adjacent Wood 36.0 2.40 86.4 Base Total: 102.0 489.0 As-Built Total: 102.0 489.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 3275.0 0.60 1965.0 Under Attic 30.0 3491.0 0.60 2094.6 Base Total: 3275.0 1965.0 As-Built Total: 3491.0 2094.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 210.0(p) -37.0 -7770.0 Slab-On-Grade Edge Insulation 0.0 210.0(p) -41.20 -8652.0 Raised 774.0 -3.99 -3088.3 Raised Wood, Post or Pier 19.0 774.0 0.77 592.9 Base Total: -10858.3 As-Built Total: -8059.1 INFILTRATION Area X BSPM = Points Area X SPM = Points 5089.0 10.21 51958.7 5089.0 10.21 51958.7 Summer Base Points: 79899.0 Summer As-Built Points: 78047.8 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 78047.8 0.556 0.974 0.310 0.950 12444.7 78047.8 0.444 0.974 0.310 0.950 9955.8 79899.0 0.3573 28547.9 78047.8 1.00 0.974 0.310 0.950 22400.5 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 2093 Beach Ave., , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 5089.0 9.76 8944.7 Double,Clear N 1.5 17.0 18.0 14.30 1.00 257.4 Double,Clear S 1.5 21.0 36.0 4.03 1.00 144.5 Double, Clear E 2.0 8.5 42.0 9.09 1.03 394.4 Double, Clear E 2.0 10.2 26.0 9.09 1.02 241.8 Double, Clear E 2.0 8.0 26.0 9.09 1.04 244.7 Double, Clear E 2.0 10.0 42.0 9.09 1.02 390.6 Double, Clear E 2.0 11.7 26.0 9.09 1.02 240.2 Double, Clear N 1.5 27.5 45.0 14.30 1.00 643.6 Double, Clear S 1.5 24.0 12.0 4.03 1.00 48.2 Double,Clear S 1.5 30.7 20.0 4.03 1.00 80.4 Double,Clear E 1.5 17.0 12.0 9.09 1.01 109.7 Double, Clear S 1.5 18.5 75.0 4.03 1.00 301.0 Double,Clear S 1.5 20.0 15.0 4.03 1.00 60.2 Double, Clear N 1.5 55.5 63.0 14.30 1.00 901.0 Double, Clear N 1.5 12.0 20.0 14.30 1.00 286.0 Double, Clear E 1.5 8.0 48.0 9.09 1.02 445.3 Double,Clear E 1.5 8.7 40.0 9.09 1.02 369.5 Double,Clear N 1.5 16.0 20.0 14.30 1.00 286.0 Double,Clear N 1.5 7.0 18.0 14.30 1.00 257.8 Double,Clear S 1.5 50.0 30.0 4.03 1.00 120.7 Double,Clear E 1.5 7.0 20.0 9.09 1.03 186.4 Double, Clear NE 1.5 7.0 10.0 13.40 1.00 134.4 Double,Clear NW 1.5 7.0 10.0 14.03 1.00 140.5 Double, Clear S 1.5 15.0 8.0 4.03 0.99 32.1 Double,Clear S 1.5 15.0 20.0 4.03 0.99 80.2 Double, Clear S 1.5 51.0 60.0 4.03 1.00 241.4 Double,Clear S 1.5 7.0 40.0 4.03 1.07 172.3 Double,Clear W 1.5 7.0 30.0 10.77 1.02 328.0 Double,Clear W 1.5 50.0 30.0 10.77 1.00 323.1 Double, Clear W 1.5 6.5 18.0 10.77 1.02 197.6 Double, Clear N 1.5 4.5 5.0 14.30 1.00 71.8 As-Built Total: 885.0 7731.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 304.0 3.6 1094.4 Frame,Wood,Exterior 19.0 3443.0 2.20 7574.6 Exterior 3443.0 3.70 12739.1 Frame,Wood,Adjacent 19.0 304.0 2.20 668.8 Base Total: 3747.0 13833.5 As-Built Total: 3747.0 8243.4 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 2093 Beach Ave., , , PERMIT#: BASE AS-BUILT DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 36.0 11.50 414.0 Exterior Wood 66.0 12.30 811.8 Exterior 66.0 12.30 811.8 Adjacent Wood 36.0 11.50 414.0 Base Total: 102.0 1225.8 As-Built Total: 102.0 1225.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 3275.0 1.20 3930.0 Under Attic 30.0 3491.0 1.20 4189.2 Base Total: 3275.0 3930.0 As-Built Total: 3491.0 4189.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 210.0(p) 8.9 1869.0 Slab-On-Grade Edge Insulation 0.0 210.0(p) 18.80 3948.0 Raised 774.0 0.96 743.0 Raised Wood, Post or Pier 19.0 774.0 0.88 678.0 Base Total: 2612.0 As-Built Total: 4626.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 5089.0 -0.59 -3002.5 5089.0 -0.59 -3002.5 Winter Base Points: 27543.6 Winter As-Built Points: 23012.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 23012.9 0.444 0.990 0.487 0.950 4683.8 23012.9 0.556 0.990 0.487 0.950 5854.7 27543.6 0.5340 :14:708.3 23012.9 1.00 0.990 0.487 0.950 10538.4 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 2093 Beach Ave., , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.66 3 0.50 1973.45 1.00 2960.2 50.0 0.66 3 0.50 1973.45 1.00 2960.2 As-Built Total: 5920.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 28547.9 14708.3 8238.0 51494.2 22400.5 10538.4 5920.4 38859.3 E�.PASS::] 40419E sTT � �o� t EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeg/RaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 2093 Beach Ave., , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows& Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavit between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78°x. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTM DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 F ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.6 The higher the score,the more efficient the home. 2093 Beach Ave., , , 1. New construction or existing New 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:60.0 kBtu/hr _ 3. Number of units,if multi-family 1 SEER: 11.00 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap:48.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 11.00 _ 6. Conditioned floor area(ft=) 5089 fe c. N/A _ 7. Glass area&type _ a. Clear-single pane 0.0 ft' ^ 13. Heating systems b. Clear-double pane 885.0 ft' _ a. Electric Heat Pump Cap:48.0 kBtu/hr c. Tint/other SC/SHGC-single pane 0.0 fe _ HSPF:7.00 _ d. Tint/other SC/SHGC-double pane 0.0 W b. Electric Heat Pump Cap:60.0 kBtu/hr _ 8. Floor types _ HSPF:7.00 _ a, Slab-On-Grade Edge Insulation R=0.0,210.0(p)ft _ c. N/A _ b. Raised Wood,Post or Pier R=19.0,774.0ft2 c. N/A 14. Hot water systems 9. Wall types _ a. LP Gas Cap: 50.0 gallons a. Frame,Wood,Exterior R=19.0,3443.0 fV _ EF:0.66 _ b.Frame,Wood,Adjacent R=19.0,304.0 fe _ b. LP Gas Cap:50.0 gallons _ c.N/A EF:0.66 _ d.N/A c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,3491.0 fe 15. HVAC credits MZ-C,MZ-H _ b.N/A (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft RB-Attic radiant barrier, b. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) p�-TliE ST9T� in this home before final inspection. Otherwise,a new EPL Display Card will be completedti based on installed Code compliant features. „�°j °; Builder Signature: Date: I- a Address of New Home: City/FL Zip: c0D WF *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarT11designation), your home may qualify for energy efficiency mortgage (EES incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLRCNA-200) DIXON RESIDENCE HVAC LOAD ANALYSIS for Benchmark Homes 1579 The Greens Way Jacksonville Beach, FI 32250 f itjeoftwo IQ RHVAC. RwElMnAL HVAC LOADS Prepared By: Jeri Boxx Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach, FL 32266 (904)249-8251 02-28-02 R RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Dixon Residence Neptune Beach,FL 32266-1798 02-28-02 Page 2 Project Summary Project: Dixon Residence Company: Ocean State Heating &Air Conditioning Client: Benchmark Homes Representative: Jeri Boxx Address: 1579 The Greens Way Address: 1476 Atlantic Boulevard City: Jacksonville Beach, FI 32250 City: Neptune Beach, FL 32266 Phone: Phone: (904) 249-8251 Fax: Fax: (904) 249-8949 Design Data Project Name: Dixon Residence Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 3,232 CFM per square foot: 0.635 Square feet of room area: 5,089 Square feet per ton: 661.895 Building Loads Total heating required with outside air: 94,766 Btuh 94.766 MBH Total sensible gain: 71,042 Btuh 85 % Total latent gain: 12,058 Btuh 15 % Total cooling required with outside air: 83,100 Btuh 6.925 Tons (based on sensible + latent) 7.689 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,February 28,2002 r RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Dixon Residence Neptune Beach,FL 32266-1798 02-28-02 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 773 25,221 0 35,541 35,541 91 French Door Double Clear Glass Metal Frame 112 3,800 0 7,405 7,405 10D Door Wood Solid Core 102 1,740 0 1,011 1,011 12H Wall R-19+ 1/2" Gypsum Board(R-0.5) 3,443 9,298 0 5,081 5,081 13H Part R-19 + 1/2" GypsumBoard(R-0.5) 304 410 0 292 292 16G Ceiling R-30 Insulation 3,135 4,656 0 4,656 4,656 18F Roof+Ceil R-30 Batts(2x10"rafter) 140 221 0 221 221 201 Floor Over Open Crawl Carpet+ R-19 774 1,672 0 595 595 22A Slab on Grade No Edge Insulation 210 7,654 0 0 0 Subtotals for structure: 8,993 54,672 0 54,802 54,802 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 0 0 Ductwork: 0 4,512 0 6,460 6,460 Infiltration: Winter CFM: 719.5, Summer CFM: 319.8 987 35,582 11,138 7,380 18,518 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 71,042 Temperature Swing Multiplier: X1.00 Building Load Totals: 94,766 12,058 71,042 83,100 Check Figures Total Building Supply CFM: 3,232 CFM per square foot: 0.635 Square feet of room area: 5,089 Square feet per ton: 661.895 Building Loads Total heating required with outside air: 94,766 Btuh 94.766 MBH Total sensible gain: 71,042 Btuh 85 % Total latent gain: 12,058 Btuh 15 % Total cooling required with outside air: 83,100 Btuh 6.925 Tons (based on sensible + latent) 7.689 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,February 28,2002 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Dixon Residence Neptune Beach,FL 32266-1798 02-28-02 Page 4 System#1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 406 13,246 0 17,470 17,470 91 French Door Double Clear Glass Metal Frame 72 2,443 0 4,509 4,509 10D Door Wood Solid Core 102 1,740 0 1,011 1,011 12H Wall R-19 + 1/2"Gypsum Board(R-0.5) 1,546 4,175 0 2,281 2,281 13H Part R-19+ 1/2" GypsumBoard(R-0.5) 304 410 0 292 292 16G Ceiling R-30 Insulation 363 539 0 539 539 18F Roof+Ceil R-30 Batts(2x10"rafter) 140 221 0 221 221 22A Slab on Grade No Edge Insulation 210 7,654 0 0 0 Subtotals for structure: 3,143 30,428 0 26,323 26,323 Active People: 0 0 0 0 0 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 0 0 Ductwork: 0 2,380 0 3,110 3,110 Infiltration: Winter CFM: 347.5, Summer CFM: 154.5 580 17,188 5,380 3,566 8,946 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 34,199 Temperature Swing Multiplier: X1.00 System Load Totals: 49,996 5,380 34,199 39,579 Check Figures Supply CFM: 1,556 CFM per square foot: 0.672 Square feet of room area: 2,317 Square feet per ton: 626.015 System Loads Total heating required with outside air: 49,996 Btuh 49.996 MBH Total sensible gain: 34,199 Btuh 86 % Total latent gain: 5,380 Btuh 14 % Total cooling required with outside air: 39,579 Btuh 3.298 Tons (based on sensible + latent) 3.701 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,February 28,2002 I i RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Dixon Residence Neptune Beach,FL 32266-1798 02-28-02 Page 5 System#2 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 367 11,975 0 18,071 18,071 91 French Door Double Clear Glass Metal Frame 40 1,357 0 2,896 2,896 12H Wall R-19+ 1/2" Gypsum Board(R-0.5) 1,897 5,123 0 2,800 2,800 16G Ceiling R-30 Insulation 2,772 4,117 0 4,117 4,117 201 Floor Over Open Crawl Carpet+ R-19 774 1,672 0 595 595 Subtotals for structure: 5,850 24,244 0 28,479 28,479 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 0 0 Ductwork: 0 2,132 0 3,350 3,350 Infiltration:Winter CFM: 371.9, Summer CFM: 165.3 407 18,394 5,758 3,814 9,572 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 36,843 Temperature Swing Multiplier: X1.00 System Load Totals: 44,770 6,678 36,843 43,521 Check Figures Supply CFM: 1,676 CFM per square foot: 0.605 Square feet of room area: 2,772 Square feet per ton: 695.201 System Loads Total heating required with outside air: 44,770 Btuh 44.770 MBH Total sensible gain: 36,843 Btuh 85 % Total latent gain: 6,678 Btuh 15 % Total cooling required with outside air: 43,521 Btuh 3.627 Tons (based on sensible + latent) 3.987 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday, February 28,2002 1 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Dixon Residence Neptune Beach,FL 32266-1798 02-28-02 Page 6 Room Load Summary Reports System#1 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Living 750 19,140 249 0-0 0 17,425 2,004 793 1.05 832 793 2 Gallery 140 3,681 48 0-0 0 1,601 417 73 1.00 73 73 3 Kitchen 320 3,095 40 0-0 0 1,777 297 81 1.25 101 81 4 Dining 360 6,640 86 0-0 0 4,863 807 221 1.35 299 221 5 Laundry 384 5,624 73 0-0 0 3,356 640 153 1.00 153 153 6 Entry 363 11,816 154 0-0 0 5,177 1,215 236 1.00 236 236 System 1 2317 49,996 650 34,199 5,380 1,556 1,693 1,556 Totals Main Trunk Size: 22x14 in. System #1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 3.298 86%/14% 34,199 5,380 39,579 Recommended: 3.701 77%/23% 34,199 10,215 44,414 System#1 Equipment Data Heating System Cooling System Thursday, February 28,2002 E RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Dixon Residence Neptune Beach,FL 32266-1798 02-28-02 Page 7 Room Load Summary Reports System#2 Room Load Summary Htg Htg Run Run Clg Clg Cig Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 7 Master 486 10,443 136 0-0 0 10,551 1,988 480 1.05 504 480 Suite 8 Annex 195 8,027 104 0-0 0 5,986 1,245 272 1.17 318 272 9 Wic 182 1,244 16 0-0 0 892 113 41 1.00 41 41 10 Master 286 2,308 30 0-0 0 1,648 283 75 1.25 94 75 Bath 11 Exercise 408 6,526 85 0-0 0 4,385 849 200 1.20 239 200 12 Library 238 4,193 55 0-0 0 2,120 566 96 1.16 112 96 13 Guest 1 252 4,329 56 0-0 0 4,176 654 190 1.25 237 190 14 Guest 1 462 7,289 95 0-0 0 6,655 980 303 1.25 378 303 15 Landing 263 411 5 0-0 0 430 0 20 1.00 20 20 System 2 2772 44,770 582 36,843 6,678 1,676 1,943 1,676 Totals Main Trunk Size: 22x14 in. System#2 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 3.627 85%/15% 36,843 6,678 43,521 Recommended: 3.987 77%/23% 36,843 11,005 47,848 Thursday,February 28,2002 d,....a�' p 555 SOUTH 72NO AVENUE PO BOX 1817 WAUSAU,WI 54402-1817 % �� PHONE 7151845-4100 m REPORT OF: WINDOW TEST PROJECT: CASEMENT CONTEMPRA ALUMINUM TFT DATE: September 25; 1991 MEDFORD,WISCONSIN REPORTED TO:Weathershield Manufacturing, Inc Attn: Mr Lyn Hard 2 PO Box 309 Medford, WI 54451 LABORATORY NO.: 8100-91-0966 INTRODUCTION: This report presents the results of performance tests conducted on a aluminum clad window. The test unit, identified as a Casement Contempra Aluminum TFT window, was designed and built by Weathershield Manufacturing Incorporated of Medford, Wisconsin. Twin City Testing Corporation (TCT) personnel witnessed the testing. The testing was performed on September 18, 1991 and included air infiltration,water infiltration and physical load testing. Testing was conducted in accordance with NWWDA LS.2-87 and test results were recorded and compared to specified requirements. BRIEF DESCRIPTION: Dimension - The overall frame size measured 32"wide by 72"high. The unit consisted of one operating sash measuring 30 1/2" wide by 70 1/2" high. Weatherstripping:- On the interior of the operator cover was-one row of soft vinyl bulb and one row of a combination rigid vinyl leaf and soft vinyl bulb. The sides jambs and head jamb had one row of soft vinyl bulb to the exterior and one row of combination rigid vinyl leaf and soft vinyl bulb to the interior. There was one row of soft vinyl bulb on the bottom rail. Hardware - There was one Truth roto operator at the sill with hinges at the sill and head jamb. There were two sash locks on one side jamb and two snubbers on the opposite side jamb. Glazing - The unit was glazed with 1" (1/8" x 3/4" x 1/8") double strength insulated glass. The interior was set against a silicone bed on the wood sash sticking. The exterior was set against foam glazing tape on aluminum sash sticking. AS A MUTUAL PROTECTION TO CLIENTS.THE PUBLIC ANO OURSELVES.ALL REPORTS ARE SUBMn-TED AS THE CONFIDENTIAL PROPERTY OF CLIENTS,AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS.CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. `twirl City CLw�I!"14 - s55 SOUTH 72NO AVENUE PO BOX 1817 a; '• WAUSAU,WI 54402-1817 PHONE 715/845-4100 LABORATORY NO: 8100-91-0966 DATE: September 25, 1991 PAGE: 2 BRIEF DESCRIPTION (Continued): Anchorage and Sealant - The unit was anchored to the test chamber on the interior with galvanized angle brackets 12" to 18" on center to simulate a stud wall. The unit was anchored on the exterior with 1 1/2" wood screws through the aluminum TFT approximately 12" on center. The perimeter of the TFT was then sealed. METHOD OF TEST: Air Infiltration - ASTM:E283-84,Standard Test Method for Rate of Air Leakage Through Exterior Windows, Curtain Walls and Doors. Testing was conducted at 156 psf(25 mph) test chamber static pressure. Water Infiltration - ASTM:E547-86,Standard Test Method for Water Penetration of Exterior Windows,Curtain Walls and Doors by Cyclic Static Air Pressure Difference. Testing was conducted at 4.43 psf (42 mph) chamber static pressure while water was applied continuously to the entire surface of the window at the rate of 5 gal/hr/sq ft for 3 cycles of 5 minutes pressurized and 1 minute unpressurized. - Physical Load Testing - ASTM:E330-84, Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls and Doors by Uniform Static Aix Pressure Differences. The structural performance test was conducted at 60.0 psf (155 mph) positive and 60.0 psf (155 mph) negative test chamber static pressure. AS A MUTUAL PROTECTION TO CLIENTS,THE PUBLIC AND OURSELVES,ALL REPORT3 ARE SUMAITTED AS THE CONnOEHTIAL PROPERTY OF CLIENTS,AND AUTHORQATION FOR PUBLICATION OF STATEMENTS.CONCLUSIONS 00 EXTRACTS FROM OR REGARDING OUR REPORTS 13 RESERVED PENDING OUR WRITTEN APPROVAL. - tl mn City teStlllC3 c d ® 555 SOUTH 72ND AVENUE PO Box 1817 \ WAUSAU.WI 54402-1817 f PHONE 715/8454100 m - LABORATORY NO: 8100-91-0966 DATE: September 25, 1991 PAGE: 3 TEST RESULTS: Grade 60 Performance Requirements Preliminary Loading Chamber Pressure, psf 40.0 40.0 Cycles 5 5 Chamber Pressure, psf -40.0 -40.0 Cycles 5 S Air Infiltration Chamber Pressure, psf 1.56 1.56 Crack Length, ft 16.83 Air Infiltration, cfm 0S5 , cfm/ft 0.03 0.10 maximum Water Infiltration Chamber Pressure, psf 624 624 Flow Rate, gal/hr/sq ft 5 5 Pressurized Duration, min 5 - 5 Unpressurized Duration, min 1 1 Cycles 3 3 Leakage NONE No water shall flow over interior face. Physical.Load Testing Chamber Pressure, psf 60.0 60.0 Duration, sec 10 10 Permanent Deformation, in Negligible 0288 maximum Chamber Pressure, psf -60.0 -60-0 Duration, sec 10 10 Permanent Deformation, in Negligible 0288 maximum Performance Satisfactory No breakage of any kind. AS A MUTUAL PROTECTION TO CLIENTS.THE PUBLIC AND OURSELVES.ALL REPORTS ARE SUBMITTED AS THE CONFTOENTTAI,pROPfATY OF CLIENTS.AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS.CONCLUSIONS OR EXTRACTS FROM OR REOAROINO OUR REPORTS tS R£Sf.A"VED PENDING OUR WRITTEN APPROVAL. to mn cwy testing d�•��' m 5s5 SOUTH 72ND AVENUE Po eox 1817 WAUSAU.M 54402-1817 + Y PHONE 715/8454100 m LABORATORY NO: 8100-91-0966 DATE: September 25, 1991 PAGE: , 4 REMARKS: The above test window meets the Grade 60 performance requirements listed above. These test results would also apply to identical windows smaller in size. This testing was witnessed by the following: Dan Kenney Weathershield.Manufacturing Incorporated Scott Muschinske Twin City Testing Corporation TWIN CITY TESTING CORPORATION Scott L Muschinske,'ETI' SLM/tcl - AS A MUTUAL PROTECTION TO CLIENTS,THE PUCLIC ANO OURSELVES,ALL REPORTS ARE SUMM(fTED AS THE CONFIDENTIAL PT[ PROPERTY OF CUENTS.AND AUTHOR[ZAON FCfl ........_.,... --.I�-...o.n.�c M---/ —R U—RF(1AA[AW')(NIR RFPnATS[$RESFRVI;D PENDINO OUR WRITTFN APPRnVA1_ ~ jism E (Validator/Operations Administrator) AAMA CERTIFICATION PROGRAM NOTICE OF PRODUCT CERTIFICATION Better-Bilt Aluminum Products Co. P.O. Box 277 Smyrna, TN 37167 L__ Attention: Mr, Floyd Boren The product described below is hereby approved for listing in the next issue of the. AAMA Certification Program Directory. The approval is based on successful comple- of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Approved Laboratory. 1. The Listing below will be added to the next published AAMA Certification Program Directory. SPECIFICATION ANSI/AAMA .101-85 RECORD OF PRODUCT TESTED 7�ABE SGD-C25 0ORDS COMPANY AND PLANT LOCATION CODE NO. SERIES MODEL MAXIMUM SIZE TESTED NO. Better-Bilt Aluminum . 86-1 474 FRAME SASH Products Co. (OXO)(CG) 1510"x8'1" 5' 1"x7'11" AA-42 12th & G Streets (INS GO Smyrna, TN 37167 2. This Certificatlon will expire and requires validation until then b; continued listing in the current issue of the AAMA Certification Program Directo, 3. Product tested and Report by; National Certified Testing Laboratories, Inc. (A) Report No. : NCTL-110-2188-4 (B) Date of Reports 6-12-86 (C) Date of Receipt of Report by Administrator: 10-8-87 NOTE: PLEASE REVIEW, AND ADVISE ALI IMMEDIATELY IF Approved For Certification: DATA, AS SHOWN, NEEDS CORRECTION. A" Q �.. /`�• DATE: 12-31-87 As o ated Laboratories, Inc. cc: AAMA JGS/df A RCHI TES`TUR, ,L TES ] 11f I V C. 587 t,r.•t Slrecl SIN -New i ghlon. MN 55112 -Facso rle 612 636 3643 . T"IeV Ine oil 6R;3835 AAR'IA STRUCTURAL TEST REPORT Rendered to: Weather Shield Manufacturing, Inc. 531 North Eighth Street Medford, Wisconsin 54451 Report No: ATI-10526-N Test Date: 05/26/92 Report Date: 06/18/92 Series/Model: Visions 2000 Direct Set Window Type: Vinyl Fixed Window Test Procedure: The test specimen was evaluated in accordance with AAMA 101V-86, Voluntary Specifications for Poly Vinyl Chloride) (PVC) Prime ffrindows and Sliding Glass.Doors, to performance Class F-R70. Test Specimen Description: Overall Size: 5' 11-1/2"wide by 4' 11-1/2"high Finish: All vinyl was white Glazing. The window utilized I" thick insulating glass comprised of two sheets of 1/8" thick clear annealed glass with a metal spacer. The glass was set from the interior against a silicone backbedding and vinyl glazing beads were used on the interior. Frame Construction: Corners were mitered and welded. Drainage: No weeps were present Test Results: Paragraph Title of Test Results Allowed 2.1.2 Air Infiltration O7 IS6 psf . 0.01 cfm/ft' 0.1s cfm/ft' 2.1..3 eater Resistance @ 14,6 psf No entry No entry a 1.0.50 psf 2,1.4 Uniform Load Structural @ 105 psf(exterior) No damage No damage 1 @ 105 psf(interior) No damane No damage 2A.8 Corner Weld Test Break at 5 lbs, Entire break not 1/2" of break on along weld seam weld Weull►er Shield Maffilracwriog: A,"IA Structural Test Report ATI-20526-N Page 2 or 2 Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by A1'I for a period of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product which may only be granted by the certification program administrator. ARCHITECTURAL TESTING, INC. Daniel A. Johnson lf� Laboratory Manager DAJ.jb 10526-N ARCHITECTURAL TESTING I 587 Fksi Sireet SW •New Brighton, MN 55112 .Facsimile 612.636.3843 •1'elepha�e 6i 2 636.3835 MAMA STRUMRAL rJRAL TEST REPORT Rendered to: Weather Sbield Manufacturing, Inc. One Weather Shield Plaza Medford, Wisconsin 54451 Report No; ATI-11607-N Test Date: 02/01/93 Report nate; 02/01./93 Series/,Model_ Visions 2000 Casement Window Cape: Vinyl Crank-out Casement Window Test Procedure: The test specimen was evaluated in accordance with AAMA 101V-$6, Voluntary Specifications for Poly (Vicryl Chloride) (PVC) Prime Windows and Sliding Glass Doors, to the optional performance Class C-C60. Test Specimen Description: Overall Size: 2'5-1/2"wide by S' 11-1/2"high l Vent Size: 2' 3-1/2"wide fly 5'9-5/8"high Screen Size: 2' 1-1/8"wide by 57-1/8"high i Finish-- All vinyl was white Glazing: The window utilized Y thick insulating glass comprised of two sheets of 1/8" thick clear annealed glass with a metal spacer, The glass was set from the interior agaimt a silicone ba,ckbedding and vinyl glazing beads were used on the.interior. Weatherstripping: Z7escrlrstion ntit Location 0.240" diameter foam bulb 1 Row Interior perimeter of Fame with a thin soft vinyl outer skin 0.187" bucked by 0-240" 1 Row Outer perimeter of vent high pile Frame Construction: Corners were mitered and welded- Vent Construction: Corners were mitered and welded, A galvanized st@el reinforcement bar was employed in all vent inembers_ - — ,• __,.. .,, r.,r;r.,..,;•. _ ,..c.....,,..;� R,rri,nnmlUca•:irrtl<1iC'� Weather Shield Manufacturing: AA.MA Structural Test Report ATI-11607-N Page 2 or3 ro� Screen Construction: The screen frame was roll-formed aluminum with mitered corners and plastic corner keys. Fiberglass screen cloth was attached to the frame using a vinyl spline. The screen frame was secured to the window frame with; four spring plungers on the side members located 6" from each end_ Hardware: Description Quanti1y Loc tion Roto operator 1 sill Metal 2-bar hinge 2 Hinge corners of top and bottom rails- Three ailsThree point lock with 1 Locking jamb; 9"from sill, plastic keepers on vent 6-1/2" and 27" from bead on vent Vinyl snubber 2 Sets 1.51/2"from each sash hinge stile with mate on frame Drainage.- No weeps were present Installation: The window was installed within a 2" by 6"wood buck. The nailing flanges were secured to the buck with 2"sbeetrock screws spaced S" o.c. Test Results: c Paragraph Title of Tg, Results Allowed 2.1.2 Air Infiltration* L7a 1.56 psf 0.02 cfm/ft 0.37 cfm/ft 2.1'3 Water Resistance : @ 14.6 psf No entry No entry cx 9.00 psf 2.1.4 Uniform Load Structural @ -r 90.0 psf extezior) 0.042" 0.4%L r 0.228" @ - 90.0 psf(interior) 0.105' 0.4010 L 0.228" 2.1.5 Forced-Entry Resistance* Test A No entry No entry Test B No entry No entry Test C No entry No entry Test D No entry No entry Test E No entry No entry Test F No entry No entry Test G No entry No entry d t e N - Weather Shie.ld Manufacturing; AMNIA Structural Fest Report ATI-1 t 647-N Page.3 of 3 Test Results (Continued) .Paray-ranli Title of Tet Resltlts Allo eci 2.1.8 Corner Weld Test* Sash Break at 65 lbs Entire break 1/2" of;break not along on Weld weld seam Frame Break at 60 lbs Entire break 1/4" of break not along on weld weld seam 2.22.6.1 'Vertical]Deflection Fest a 60 lbf 0.250 0.820"niwdrnum 2.2.2.6.2 Hardware Load Test @ 6.24Ibf/ft' Meets as stated *Indicates test data obtained from a 2' 5-1/2"wide by 4' 11-1/2" high test sample of similar construction.'pest performed on May 27f 1992, and July 9, 1992 (see ATT-10524-N). Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI ford of four years. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product which may only be granted by the certification program.adrninistrator. ARCHITECTURAL TESTING,INC. PWJ"' �; Daniel A. Johnson T abo,ratozy Manager ]GAJ/jb 11607-N PAGE 1 Date: 04/10/2002 MANNING BUILDING SUPPLY LOG #: B0077 TRUSS DIVISION JOB # : JACKSONVILLE alesman: DAVID PRICE Pitch: 5/12 Customer: BENCHMARK Job Name: DIXON RESD ,Address : Address : ATLANTIC BEACH ,designer: KEN -------------------------------------------------------------------------------- ' LeftI Right ,.qty Span I O.H. O.H. Description -------------------------------------------------------------------------------- !! 1 35 ' 2" 111611 Al 2-PLY 1 35 ' 2" 1 ' 6" 116" A2 1 35 ' 2" 116" 116" A3 „ 1 352” 116" 1 ' 6" A4 1 35 ' 2" 1 ' 6" 116" A5 1 35 ' 2" 116" 1 ' 6" A6 2 35 ' 2" 116" 116" A7 6 35 ' 2" 11611 116" A8 �'`t""s 1 35 ' 2" 0 ' 0 ' A9 4-PLY 1 17 ' 6" 0 ' 116" B1 GE 1 17 ' 6" 0 ' 1' 6" B2 1 27 ' 8" 8 116" 0 ' B3GE 6 28 ' 12 ' i0 ' , B3 15 30 ' 9"8 ' 0 " � 0 ' B4 '""' 1 30 ' 9"8 0 ' 0 ' B4 GE , -ED 1 30 ' 9"8 0 ' 0 ' B5 GE 6 28 ' 116" 0 ' B3 PIGGY ti !P 1 27 ' 8"8 1' 6" 0 ' B3 GE PIGGY 15 30 ' 9"8 0 ' 0 ' B4 PIGGYt; 2 9 ' 10" 2 ' 1"7 0 ' 9 ' 10 H/J 2 30 ' 9"8 0 ' 0 ' B4 , 5 GE PIGGY " C) `` 't' 12 7 ' 1 ' 6" 0 ' 7 ' E/J 4 5 ' 1' 6" 0 ' 5 ' C/J 4 3 ' 1 ' 6" 0 ' 3 ' C/J 4 1' 116" 0 ' 1 ' C/J ** Hardware Roof ** 18 fHUS26 1-ply Truss Hanger ------------------------------------------------------------------------------- 45 - Trusses 18 - # of Hardware 0 - # of I-Joist 24 - Piggy' s 26 - Jacks 0 - # of Beams 0 - # of Rim Board ------------ APPROVE' 95 Total Trusses DffY. OF ATLANTIC E�CIl 3BLl1LD1NG OFFICE Y U ' -1 -22 G" 12'8" 3( '9"8 — I 22'4"8 Bs =1E B4 ————————————————————————————- a: zr B CD CD 3 CE cr a: Ln cl: J B2 B3GE B1 13 27'8"8 3' 35'2" - 14'G 41, 1 00 NOT CUT OR ALTER TRUSSES, UNLESS MANNING BLDG . SUPPLIES APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTSAS TRUSSES WILL BE BUILT IN STRICT 5/ 12 PITCH 24 " OH SQ/CUT ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER JOB : BOO77 4. APPROVED BY : CUSTOMER : BENCHMARK HOMES APPROVAL DATE: LOC : ATLANTIC BCH . DEL. DATE : DESIGNER : KEN PARKER . , ., � �_; �, ,< �; .�„ �.__ :: ..�_ -t,� �. _ �" ��- �a :.._ �� .; �., � �.w.,: � . .:. fie_.; �.. -�. � � ,=. : t,., :: ----- f, u �'• � aw► HARDWARE SCHEDULE REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES ,. A HUS 26 2785 332 155 (14) 16d (6)10d X 1.5 TRUSS B HUS 28 3380 358 200 (22)16d (8)10d X 1.5 TRUSS C HGUS 28-2 6245 781 265 (36) 16d (20) 10d X 1.5 2 PLY TRUSS ! ' D HGUS 28-3 6245 781 265 (36) 16d (12) 16d X 1.5 3 PLY TRUSS E SUL/R 26 Soo 100 76� (6) 16d (6)10 d X 1.5 TRUSS F SUL/R 210 133 166q 125 (16) 16d (10) 10d X 1.5 TRUSS G SUR/L 310 186 178 72 (14) 16d (6) lOd X 1.5 I-JOIST H SUR/L 314 239 179 96 (18)16d (8) 10d X 1.5 I-JOIST I SUR/L 410 186 233 127 (16) 16d (10) 16d SYS 42 J LSSU 210 96 120 62 (10) 10d (7)10d X 1.5 TRUSS K LSSUH 310 138 105 99 (14) 16d (12) 10d X 1.5 I-JOIST L TBS 2-24 (4) 10d X 1.5 TRUSS BRACING M THJA 26 219 2740 134 (16) 16d (5) 10d+(7) 10d HIP JACK N THA 422 363 4145 155 (22) 16d (6) 10d X 1.5 SYS 42 ,. O IUT 312 136 1200 245 (14)10d (2) 10d X 1.5 1-JOIST P IUT 312-2 1855 2320 90 (16) 16 (6) 10d DBL I-JOIST Q MIT 316 240 (12) 10d X 1.5 (2)10d X 1.5 I-JOIST R HU 11 2185 2270 92 (22) 16d (6)10d X 1.5 1 PLY LVL S HGUS 48 5472 6840 583 (36) 16d (24) 16 d 2 PLY LVL T HGUS 412 9535 11335 478 (56) 16d (36) 16 d 2 PLY LVL U HGUS 412 L 8512 10640 8755 (56) 16d (36) 16 d 2 PLY LVL V HGUS 412 R 8512 10640 875 (56) 16d (36) 16 d 2 PLY LVL W HUC 412 6102 6801 310 (56) 16d (36) 16 d 2 PLY LVL X HGUS 5.25/12 9535 1133 478 (56) 16d (36) 16 d 3 PLY LVL Y HGUS 7.25/12 9535 9665 4780 (56) 16d (36) 16 d 4 PLY LVL Z H16S NA NA 160 (10) 10d (2)10 d TRUSS AA H16 NA NA 160 (10) 10d (2)10 d TRUSS BB H16-2 NA NA 160 (10) 10d (2)10 d 2 PLY TRUSS CC MTS 12 NA NA 100( (7)10d EA. SIDE NONE TRUSS DD HTS 20 NA NA 145((10)10d EA. SIDE NONE 2 PLY TRUSS EE MSTA 36 1995 213 (26) 10d TRUSS FF MGT NA NA 420 (22) 10d PLUS GG GG PHD 5 N N 450 14 SDS 1/4X3 ADD FF HH 12 BRITE COM 11 1-3/8 TRUSS NAIL JJ 3/4 X 023 BANDIN KK SNAP ON SEALS FaCe Mount Mangers - plated Model Min. Fasteners Doug Fir Larch/So.pine muss Products No. Heel At ow, Loads Spruce-Pine-Fir Height Carrying Carried Allowable Loads Member Member Uplift Floor Snow Const Uplift Floor Snow Const 3''� 6-16d (133) (1 OU) 115 HUS26 3Ya 4 16d 7135 1265 1455 180) (133) (100) (115) (125) HUS26 With Reduced Hee!Height 10-16d 4-16d 1135 1800 925 1050 1210 45e 14-16d 2070 2245 1315 6-16d 7550 2565 925 1510 1735 1890 2950 3205 1390 2155 2480 2540 z � Model eel Dimensions Height Ga W H CarryingFasteners � h 4r �It�9I B Carried lrrif of Member Member -+ • ' tsrr►rte LUS24 251/8SINGLE 2x SIZES ttltrttt LUS26 4y18 1�e 3 ttttDrra Ye 13; 4-10d 2--10d rtrrrirr HUS26 4X, 16ysc174 4-10d 4-104 tr�tA�tl o HGUS26 4yz 12 Y. 5y 3 14-16d 6-16d HGUS26 5Y i2 15 5�a 5 20-16d 8-16d Typical HUS LUS28 qXa 78 y Y, 7Xe 5 36.16d Installation ° 10-16d with Reduced3 HUS28 6yz 76 1e 6 1�14 6-10d 4 10 Heel • oyo�id LUS210 7 3 22-16d Height 4y, 18 s 8-16d HUS210 8Y 16 4B 7+'�a 1Y 8-10d 4-10d _ ye 9 3 30-16d 10-16d Madel Avg Doug Fir-Larch Allowable Leads No. Ult UPIIft' Uplift' Floor Snow Southern Pine Allowable Loads (133) (180) (100) (115) (125) (13)' (11 160+ Floor Snow Spruce-Pine-Fir Allowable Loads LUS24 ) (100) (115) c ns (133)uplift I (uplift, Floor Snow Const 3850 465 490 SINGLE 2x SIZES ) (100) (115) (125) LUS26 5167 840 735 800 490 490 HUS26 100 930 1115 830 955 1040 1010 690 goo 00 1550 795 865 390 465 540 825 HGU526 1417$ 1550 2565 2950 1165 900 1035 1125 675 7425 1425 3205 7550 7550 780 935 700 HGUS26 16188 3755 3905 3905 f4E5 2785 3200 3325 1390 1550 805 875 LUS28 193o 1755 5055 5055 1425 3905 3905 2Y55 2475 2540 6066 930 1Y15 1055 5055 1755 7755 3905 7425 1425 3785 HU, 13167 1211 1320 1010 5055 5055 5055 3585 3585 2000 2000 3585 1165 1140 1310 1755 1755 4030 4155 4215 HUS210 7750 930 1115 147 3775 2000, 2000 1425 780 935 HUS210 18833 1275 1470 1595 1070 3380 3105 3585 890 1025 1115 2845 3000 3775 1165 1380 7855 2000 2580 2680 2745 3920 4020 3000 1590 1725 780 935 3000 3585 37452320 1085 1245 1355 3850 2780 2745 aw Madel Min. Dimensions 2870 2955 No. Heel Ga Fasteners Doug Flr•Larch/Southem plea Height �y Avg to to Leada Spruce-Pine-fir H B Carrying Carried UIt Member Member Uplift Uplift' Floor Snow Ccnst Uplift' Uplift' Flo�Ln ds Const LUS24-2 (133) (160) (100) (115) (125 A 23'e 18 3Y 3 DOUBLE 2X SiZES ) (133) (160 ( 15) LU526-2 Ye 2 4-16d 2-16d 5303 (125) HHUS26-2 4•(e 18 3Y q'/ 2 565 565 765 4a�s 14 4-16d 4-16d 6076 yy 880 960 465 555 � HGUS26-2 4Y 72 3e�e 5 3 14-16d 40 1Y65 1000 1750 1250 640 735 800 z 6 16d 14687 1550 7550 925 1115 820 LUS28-2e Sia 4 20•i6d 2580 2965 945 1025 1550 HHUS28-2 By, 18 3ye 7 2 6-16d 4-16d 17750 667 2W0 2000 3755 4320 95 1865 2000 2Y6S 2490 2710 By, 14 3jfe by/ 3 1165 1265 3785 3660 3980 s LUS2S082 SY 12 3a%ie 7Xe 4 &-76d 8 i6d 19850 2000 3885 X55 1585 925 1115 1050 1270 7375 2100 65 485 1860 2000 3275 3765 4035 -- 63fe 18 3ye 9 7 D-i 6d 25180 2650 �' HHU5270-2 2 8-i6d 6-16d 2650 6245 7185 7810 2330 2650 87e 74 Y0907 1550 1550 5335 HGUS210-2 7yx 12 3e �Y 3 30-16d 10-16d 22167 2955 1765 2030 2270 1390 1550 6070 6150 3Xa 9Xe 4 46-16d 72-16d 3000 Sy90 5900 5900 1465 1680 1830 28333 3415 3665 7890 2330 2795 4385 4795 a HGUSZ6 312 TRIPLE 2x SIZES 8110 8225 2795 3355 4875 � 6110 6260 HGUS26 3 53; 12 41(s 4Y 4 20-16d 8-i6d 14667 -- HGUS26-3 HGUS210-3 7+ye 12 41% 7y 4 36-16d 2 50 2000 3755 10-16d 25180 2650 2850 4320 4695 330 2000 3185 HHUS210.3 Ufa 9ye 4 46-76d 12-16d 28333 6245 7185 7810 2330 3660 3980 8yz 14 4+ya 9 3 30-i6d 7 3415 2650 3865 7890 8665 8665 2795 6745 6135 6665 30 0-18d 22167 2$55 3430 3355 6745 HHUS210-4 8y. 14 OUADRUPLE2x SIZES 5190 5900 5900 2330 n55 8430 - 6y, 8'a 3 30-16d 10-76d 2795 4385 5040 5480 22167 2855 3430 LUS46 4x SIZES 5180 5900 5900 2330 2795 4385 43 18 3% 4% 2 4-16d 5040 5480 1 UPlift loads HGUS46 -fe 12 4 76d 6076 have been HHUS46 35je 4�a 4 20-16d 1140 1165 1000 1150 1250 "Ke 14 3ye 5 8-16d 25780 2276 925 1175 increased 33% LUS46 4 Ye 3 14-16d 6-16d 2735 3755 4320 4695 1865 820 945 1025 and 60%for HUS48 ie 18 3�s 6% 2 6-16d 1775 7550 1550 2580 2965 322$ 2000 3185 3660 3980 earthquake or 6ya 14 4-16d 7750 1740 1395 1550 2165 wind loading HHUS46 3ye 7 2 6-16d 6.16d 1165 1265 1455 1585 2490 2710 6y 14 338 7 1 3 122-16a 71190 1550 1550 925 1115 1050 7270 with no further NGUS48 Sys 12 3 8-16tl 19850 1505 1730 1885 1315 1375 3; lye 4 2000 2000 1550 1240 1425 1550 n-ease allowed. LUS410 136-i6d 10.76d 25180 3885 4465 4855 1860 Reduce by 33% ey 18 33fe 8�j, 2 2650 2650 62451 2000 3275 3765 4095 HHU5410 gY 14 3� 9 8-16d 6-i6d 10906f 1550 1550 7785 7810 2330 2650 5335 and 60%for HGU5410 7�(e i t2 3s/ 9 3 30-i6d 10-16d 22187 1765 2030 2270 1390 6135 6665 normal loading 4 ,46-16d 12-16d 2855 3430 5190 1550 1485 1680 1830 as in cantilever HGU$412 9Xe 12 3 � 10�e q i 28333 5900 5900 2330 HGUS414 % 3415 3665 7B9p 2795 4385 5040 5480 construction. 11�a 12 56-i6d 74-16d 35000 8661 8665 2795 3355 6745 7110 7210 338 72'X, 4 ,66-i6dj 16-76d + 3985 4780 9365 10305 10440 35000( 4555 5000110295 110525 10680 3260 3910 7130 7305 7425 3725 4470 7295 7500 7635101 I MANNING BUILDING SUPPLIES Bill Elledge 9 Apr 2002 3:44 pm 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTBeam®Engineering Analysis 01996-2002 Georgia-Pacific Corporation Version: 3.3 Build: 3.3.0.0 Project : Information Mark# : BEAM 1 -Roof Desc Usage : Beam(Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No Slope : 0/12 4.0", 565 psi 4.0", 565 psi 14' 0" i LOADS Project Design Loads:Roof.'Live=30 psf,Dead=17 psf, Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 30 125% 0 0'0" 14'0" 58'6"s.c.- a" Uniform(plf) 22 0 0 0 14'0" Self Weight "Dimensions measured from left end when span#is 0, ofhenvise,from left and of the specified span. SUPPORTS(lbs) 1 2 Max R'n 11414 11414 Min R'n 5272 5272 DL R'n 5272 5272 Min Brg(in.) 3.85 3.85 [Based on bearing stress below] #rr. Brg Str(psi) 565 565 DES/GN Value Span x Group Allow LDF Ratio V(lus; 896£. 1 12'Fr" Al 19950 125% 0.45 ro M(ft4bs) 39950 1 T 0" 41 66668 125% 0.60 LtRn(lbs) 11414 0 a 0" 41 11865 100% 0.96 See Note#5 RtRn(lbs) 11414 0 1401, 41 11865 100% 0.96 See Note#5 LLDefl(in.) 0.23 1 T 0" 41 0.47 0718 TLDefl(in.) 0.43 1 T 0" 41 0.70 L/386 USE. GPLAM 2.0E 1.75x16.00" 3 Plies Crede,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 6 This reaction is based on the combination of loads b duration factors that produces the highest stress ratio and may be less than IM", maximum reaction.Therefore,when reaction values are required,use Max R'n from Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7.Roof Usage:Install with minimum 114.12 slope for adequate drainage. ll.When required by the building code,a registered design professional or building official should verify the input loads and product application. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 10.Verify that load is applied at top or equally from both sides. 11.Nail plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nall from akernate faces,2"from edges. aR 12.Max0in reactions are based on the applicable load combinations outlined In the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 13.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 14 For explanation of GROUP,change to expanded printout a fP r MANNING BUILDING SUPPLIES Ken Parker 11 Apr 2002 7:09 am 11155 PHILLIPS PKWY DR E , Jacksonville, FL. 32256- (904)268-8225 FASTBeamM Engineering Analysis 01996-2002 Georgia-Pacific Corporation Version: 3.3 _ Project : B0077.FBD Information : BENCHMARK Mark#: Beam -Roof Desc Usage : Beam(Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL= L/240 Composite Action : No Slope : 0/12 LOADS Project Design Loads:Roof.'Live=30 psf,Dead=12 pst, Live+Dead Ld(T) Live Ld(L) LDF Location' #_Shape @Start O_EndQStart O-End Span# Starts Ends Additional info . --_—__ 1 Span Carried(psf) 55 30 125% 0 0' IT T 2" 28'0"s.c.-CRY 28' ROOF Uniform(ptf) 15 0 0 0 IT 2" Self Weight Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max Wn 6734 6734 Max 125% 3605 3605 Min Wn 3129 3129 Min 125% 3605 3605 DL R'n 3129 3129 Min Brg(in.) 3.41 3.41 [Based on bearing stress below] BEg Str( MI) 565 565 Value Span X !roup N Sow LDF Ratic- V(Ibsl 5574 1 11311 41 13300 125% 0.42 M(ft4bs) 28902 1 8'7" 41 44445 125% 0.65 LtRn(lbs) 6734 0 0101, 41 6921 100% 0.97 See Note#5 8,„ RtRn(lbs) 6734 0 1 T 2" 41 6921 100% 0.97 See Note#5 LLDefl(in.) 0.36 1 8'T' 41 0.57 U565 TLDefl(in) 0.68 1 8-7" 41 0.86 U303 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. po 4.Design valid for dry use only. 6.This reaction Is based on the combination of loads&duration factors that produces the highest stress ratio and may be/on than maximum reaction.Therefore,when reaction values are required,use Max Rn from Supports'section above. 6.Bearing length based on design material,support material capacity shall be vedfled(by others). 7.Roof Usage:Install with minimum 114:12 slope for adequate drainage. 8.When required by the building code,a registered design professional or building official should verify the Input loads and product application. 9.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 10.Verify that load is applied at top or equally from both sides. 11.Nail plies together with 16d nails 0_12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 12.M"In reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. ya„ 13.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 14.Load Combinations:10=D,20=D+1000A,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%,70=D+100%+126% ,80=D+100%+133%, 90=D+100%+116%+133%/2, 100=D+100%+116%/2+133%,110=D+Commercial Ld(100%) 16 Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL) (B0077 - DIXON RESD - Al 2-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required � BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 NAILING SCHEDULE: (16d—box—nails) TOP CHORD: 1 ROW @ 12" o.c. 120 MPH WIND, 24.04 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, BOT CHORD: 1 ROW @ 12" o.c. LOCATED ANYWHERE IN ROOF, CAT II, EXP C, WIND TCDL=3.5 PSF, WEBS : 1 ROW @ 4" o.c. WIND BCDL=2.5 PSF. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. W5X7 = W3X5 = W5X5= W3X5= W5X7 5 r— —� 5 T 3 3-1 22-7-0 1 W1.5X4 III W5X5 = W3X8= W5X5 = W1.5X4 III W3X5(Al) W3X5(A1) 1�� 1 7-0-0 i 21-2-0 ,{_ 7-0-0 —1 35-2-0 Over 2 Supports— R=2726 U=1844 W=5.5" R=2726 U=1844 W=5.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C LL 20.0 P S F R E F R151-16449 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY THE (TRUSS PLATE INSTI7UTE, 583 D'ONDFRIO DR., SUITE 200, MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACIED :i! j� � TC DL 15.0 P S F DATE 04111102 STRUCTURAL PANELS, BOTTOM CH ORO SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN, NEER ED I =t G 42 704 .: B C D L 10.0 P S F D R W HCU$R151 02101059 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1 i* B C LL 10.0 P S F HC-ENG M N M/D R A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 7� i SPECIFIC ATIDN PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 DALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS ?0 `_j T O T.L D. 5 5.0 P S F S E Q N - 3456 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S O N1Op'd�� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F R 0 M K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS E Ilalnes City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AE,r SPACING S E E ABOVE FL Certificate Of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (B0077 DIXON RESD - A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 MPH WIND, 24.46 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, BOT CHORD 2x4 SP #1 Dense NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT I1, EXP C, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. W1.5X4 W5X7 = W1.5X4 III T2 W3X5= W5X7 = W1.5X4 5 4-1-1 22-7-0 W5X5 = W3X8= W5X7 = W3X5 W3X8(B1) = W3X8(B1) L=L;O1 1 9-0-0 I 17-2-0 _I 9-0-0 J 35-2-0 Over 2 Supports R=2049 U=1411 W=5.5" R=2049 U=1411 W=5.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL/-/3/-/E/-/- Scale =.1875" Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AN��^� T C L L 20.0 P S F R E F R151-16450 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRESS PL41E INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), fOR SAFETY PR ACTSCES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATEp, TOP CHORD SHALL HAVE PRGPERLY ATT ACHED T C D L 15.0 P S F DATE 04/11/02 STRUCTURAL PANELS. BOTTOM CH00.D SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G' L'Y'IF•• (w IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t Gv • ��•� B C D L 10.0 P S F D R W HCUSR151 02101035 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE [G BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND 42704 1 B C L L 1 0.0 P S F H C-ENG M N M W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APP IIA Ll PROVISIONS OF NDS (NATIONAL DESIGN j* / SPECIE IC ATS ON PUBLISHED BY THE AMERICAN f0RE5T AND PAPER ASSOCIATION) AND TPI. ALrINE _ CONNECTORS ARE MADE OF 20GA ASTM A653 GR GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ���F : TOT.L D. 55.0 P S F S E Q N - 3458 EAr_N FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER �{/,^ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENG1NEtRING �7l� M'ROQ!' �� D U R.FAC. 1.25 F R O M K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS ( {`��!►��At Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DES TNIG IONCP, PER +� rlpf EAa {r SPAC 24.0" FL Certificate of Authorization t#567 AN S1/TPI 1-1995 SECTION 2. 1�Y 17 (80077 - DIXON RESD - A3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 MPH WIND, 24.88 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, BOT CHORD 2x4 SP #2 N NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT lI, EXP C, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W5X7= W1.5X4 III W5X7= W3X5 T2 W3X5 5 '— 5 4-11-1 22-7-0 W1.5X4 III W3X5= W5X8= W3X5 = W1.5X4 III W3X8(B1) = W3X8(Bl) 11-0-0 I 13-2-0 _I_ 11-0-0 _1 35-2-0 Over 2 Supports R=2049 U=1425 W=5.5" R=2049 U=1425 W=5.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STQ , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTA;IIAG AND T C L L 20.0 P S F R E F R151-16451 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAT ■�. INSTITUTE, 583 D'ONOf RIO DA., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO FYI PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AITACiiLD ,� T C DL 15.0 P S F DATE 04111102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •..• r•F **IMPORTANT** FURNISH A COPY OF THIS OE SIGN TO THE INSTALLATION CONTRACTOR. ALPINE ER6INEE P.E!� =G 2704 6� BC DL 10.0 P S F D R W HCOSR151 02101036 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INST ALIiNG AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (h'ATIuNAL DESI,1N `* _ BC LL 10.0 PSF HC ENG MNM/WPF SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE. .'I' 'OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO '.•�[`' TOT.LD. 55.0 PSF SEQN - 3460 DRANINGSEACH E160 AOF RU SSS PE R , AND EU SE ALNLES ONT THI SISE DR AWOL NGT I N0ICATESSADCC EPTANCEOOFTPR OFE SSnONAE TOLR ENGIN'LRIhC ��y RV D U R.FAC. 1.25 FROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OC INIS IIa11leSC12)',FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ,App SPACING 24.0" FL Certificate OfAUt11o17zation 4567 ANSI/TPI 1-1995 SECTION 2. (B0077 - DIXON RESD - A4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 25.29 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, BOT CHORD 2x4 SP #2 N NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. W5X7= Wl.5X4 III W5X7 W3X5 W3X5 5 r— � 5 5-9-1 22-7-0 Wl.5X4 III W3X5 = W5X8= W3X5= W1.5X4 III W3X8(Bl) = W3X8(Bl) O 1 13-0-0 I 9-2-0 I 13-0-0 I Qii 35-2-0 Over 2 Supports R=2049 U=1439 W=5.5" R=2049 U=1439 W=5.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.1875" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AID, T C L L 20.0 P S F R E F R151--16452 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PL4Tt. INSTITUTE, 583 0 %O1 RIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR IUn TO M. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTOCIEC' �w- T C D L 15.0 P S F DATE 0 4/1 1/0 2 STRUTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMP ORTANT— FURNISH A COPY OF THI5 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED g '7 BC DL 10.0 P S F D R W NCUSR151 02101037 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO l' BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, IN STALLIi:6 A8D = '42' 04 B C L L 1 0.0 P S F H C-ENG M N M ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN S* /W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO A d� T O T.L D. 55.0 P S F S E O N - 3462 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER WQ P DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING z7� ��'�� D U R.FAC. 1.25 F ROM K E N Alpine Engineered Products,lllC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITAB R TTY AND USE OF THIStNp�b� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr A�Y SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION F. I j I I 1 1 1 1 1 11 (80077 - DIXON RESD - A5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS $ DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T2 2x4 SP #2 N: 120 MPH WIND, 25.71 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, BOT CHORD 2x4 SP #1 Dense :B2 2x4 SP #2 N: NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W5X5= W5X7= T2 W3X5 W3X5 5 r 5 6-7-1 (A) (A) 22-7-0 W1.5X4 III W5X12 = 82 W5X5= 141.5X4 III W3X8(B1) = W3X8(Bl) LL JO i�o 15-0-0 I 5-2-0 _L 15-0-0 _I 35-2-0 Over 2 Supports R=2049 U=1453 W=5.5" R=2049 U=1453 W=5.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL/-/3/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ! T C L L 20.0 P S F R E F R 1 5 1--1 6 4 5 3 BRACING. REFER TO HIH 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 2DD, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED r� t T C D L 15.0 P S F DATE 04/11/02 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG IO CEIL INf, �, **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE FNGINEERFD f�VJ' -��' B C D L 10.0 P S F D R W HCUSR151 02101038 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TC {� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING .'.NO {� {'2704 ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN - y BC LL 10.0 P S F HC-ENG M N M/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE i� CONNECTORS ARE MADE OF Z0GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO !i AT[.01: TOT.L D. 55.0 P S F S E Q N - 3464 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��`oA� DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Se��«+ti4 . s � D U R.FAC. 1.25 FROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ^VVV�TTT!!!"' Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r ` SPACING 24.0" FL Certificate OfAtIthOrizatiOn f#567 ANSI/TPI 1-1995 SECTION 2. (B0077 DIXON RESD - A6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 26.13 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, BOT CHORD 2x4 SP #1 Dense :B2 2x4 SP #2 N: NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD, DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W5X7= W5X5 W3X5� W3X5 W5X5 i 5 r 5 W5X5 7-5-1 22-7-0 W3X5= W5X1262 W3X5 W3X8(B1) - W5X5= W3X8(Bl) LL-Oi 1 � 1-2-D i 17-0-0 -J--I— 17-0-0 I 35-2-0 Over 2 Supports R=2049 U=1467 W=5.5" R=2049 U=1467 W=5.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.1875" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRO' PLAT[ TC LL 20.0 P S F R E F R151--16454 INSTITUTE, 583 D'ONGFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR:OR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTAf01D T C D L 15,0 P S F DATE 0 4/1 1/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERFD f• ���� BC OL 10.0 P S F D R W HCUSR151 02101039 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE IO 1 ; ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI, OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS W[TN APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _* B C L L 10.O P S F HC-ENG M N M/W P F SPECIFICATION PUBLISHED BY THE AMER ICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALFINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L $rA%TE OF �} TOT.LD. 55.0 PSF SEAN - 3466 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR$ i�ER 1•/��,�R`OI �V DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING "•••«•.r''• �► D U R FAC. 1.2 5 FROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE C: TH,,S Hames City,FI 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r ��� SPACING 24,0" FI,CertificateofAAorizanon4567 ANSIJTPi 1-1995 SECTION 2. (B0077 - DIXON RESD - A7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 26.25 FT MEAN NGT, ASCE 7-98, PART. ENC. BLDG, BOT CHORD 2x4 SP #1 Dense NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD, (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. w5X5 W3X5 W3X5 5 r— 15 w5X5 (A) w5X5 7-8-0 22-7-0 W3X5= W5X8= W3X5= W3X8(Bl) = W3X8(B1) I� 17-7-0 I 17-7-0 35-2-0 Over 2 Supports R=2049 U=1470 W=5.5" R=2049 U=1471 W=5.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151-16455 BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUIT£ 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED 'fl^y s TC DL 15.0 P S F DATE 04111102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •• ' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j�•, B C D L 10.0 P S F D R W MCUSR151 02101040 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND .l. !* BC LL 10.0 P S F HC-ENG M N M/W P F ALPINE aRAI I NG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 7� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAP Eft ASSOCIATION) AND TPI. ALPINE it ATE OF CONNECTORS ARE MADE OF 20GA AS A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ij�, J'= TOT.LD. 55.0 PSF SEQN - 3468 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ,CQ .O�W ► D U R.FAC. 1-25 FROM K E N DRAWINGS 160 A-Z. THE SEAL ON THIS ()HAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING !! Alpine Engineered Products,Inc, RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS L flaineSCIty,171. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER AprNG SPACI24.0 FL Certificate ofAuthorimfion#567 ANSI/TPI 1-1995 SECTION 2. VV (60077 DIXON RESD - A8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T4 2x4 SP #1 Dense: 120 MPH WIND, 26.25 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, BOT CHORD 2x4 SP #1 Dense NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP C, WIND WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF. :Rt Wedge 2x4 SP #3: ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. W5X5 W3X5 W3X5 5 5 W5X5 (A) —, W5X5 7-8-0 T4 f Al 22-7-0 W3X5= W5X8= W3X5= W3X8 III W3X8(B1) W3X6(Al) L� of 0-5-06-0 17-7-0 _i_ 17-7-0 _I 35-2-0 Over 2 Supports R=2028 U=1455 W=5.5" R=2071 U=1499 W=5.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.1875" Ft. *WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151--16456 *BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE 1A INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO M. PERE ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 15.0 P S F DATE 0 4/1 1/0 2 STUCTURAL PANELS, BOTTOM CHORD $HALL ,AVL A PROPERLY ATTACHED RIGID CEILING. TIFI :w pp _1 MPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � U C D L 10.0 P S F D R W HCUSR151 02101041 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNI ANY F0.[LURE TO Y• 6.42904 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; 00. FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1 2.1 8 C L L 10.0 P S F HC-ENG M N M/W P F ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROP I SIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALL CONNECTORS ARE MADE Of 2QGA ASTM A653 GR40 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TOI OF T Q T.L D. 55.0 P S F S E Q N - 3470 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •� � 10�• ` DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRO fESS 10NAl. ENGINEERING O U R.FAC. 1.25 F R 0 M K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE IRUSS CDMP ONE NT DESIGN SHOWN. THE SUI TAR IL ITY ANO USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING I$ THE RESPONSIBILITY OF THE BUIL OF NG DESIGNER, PER A p, SPACING 24.0" FL Certificate ofAuthorizatlon#567 ANSI/TPI 1-1995 SECTION 2. (B0077 - DIXON RESD - A9 4-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense 4 Complete Trusses Required BOT CHORD 2x8 SP #1 Dense WEBS 2x4 SP #3 :W7 2x4 SP #2 N: 120 MPH WIND, 26.59 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, NAILING SCHEDULE: (12d_box_nalls) LOCATED ANYWHERE IN ROOF, CAT II, EXP C, WIND TCDL=3.5 PSF, TOP CHORD: 1 ROW @ 12" o.c. WIND BCDL=2.5 PSF. BOT CHORD: 1 ROW @ 3" o.c. WEBS : 1 ROW @ 4" o.c. GIRDER SUPPORTS 30-0-0 SPAN TO BC ONE FACE AND 2-0-0 SPAN TO REPEAT NAILING AS EACH LAYER IS APPLIED. USE EQUAL SPACING TC/BC SPLIT OPPOSITE FACE. BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. IN ADDITION APPLY (1) 1/2" BOLT AT EACH JOINT LOCATION DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. ON THE BOTTOM CHORD ONLY. W6X6 W3X8 W3X8 W3X6 W3X6 5 W i5 W3X5 143X5 m 7-8-0 W3X8(A3) = W3X8(A3) 22-7-0 W3X8(A3) - W3X5 III W5X5= W04(R) II{ W1OX10 = W04(R) III W3X5 IN ( ) — W3X8 A3 W5X5 = { 17-7-0 I 17-7-0 { 35-2-0 Over 2 Supports R=15332 U=8616 W=5.5" R=15332 U=8616 W=5.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5c FL/-/3/-/E/-/- Scale =.1875" Ft. —WAR NING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND - TC LL 20.0 P S F R E F R151--16457 BRACING. REFER TO BID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BV TPI (TRUSS PLATE INSTITUTE, 583 D'ON OFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR To ED PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT?ACHED STT C D L 15.0 P S F DATE 0 4/1 1/0 2 RUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. :•�•••i'�' � **IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED S" �� B C D L 10.0 P S F D R W HCUSR151 02101042 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA II URE TO f iS.4Y JQ{ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1 =1 B C L L 1 O.O P S F H C-ENG M N M/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 7� 7C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2GGA ASTM A653 GR40 GAILY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS T1 ' OF I TOT.L D. 55.0 P S F S E Q N - 3473 EACH FACEOF TRUSS, AND ON LESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O�Q•�J DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ••�,,,.• � D U R.FAC. 1.25 F ROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF IBIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr 1 �� SPACING S E E ABOVE FL Certificate of AuthorizationH567 ANSI IT PI 1-1995 SECTION 2. ��_ (80077-DIXON RESD - B1 GE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 26.47 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP C, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 :Wl 2x4 SP #2 N: WIND BCDL=2.5 PSF. SPECIAL LOADS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 70 PLF at 0.00 to 70 PLF at 0.15 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. TC From 130 PLF at 0.15 to 130 PLF at 17.21 TC From 70 PLF at 17.21 to 70 PLF at 17.50 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. BC From 40 PLF at 0.00 to 40 PLF at 17.50 SHIM ALL SUPPORTS TO SOLID BEARING. S WGS A12030EC0901 & GBLLETIN1001 FOR MORE REQUIREMENTS. 5 F— W1 W3X6 7-3-12 7-3-12 W4X8 j 23-4-4 0-0-4 22-7-0 —' 2.5 1, -4-1-12 ��� 4-0-0 _�E 4-0-0 ,�E 4-0-0 � 17-4-4 01:12 17-6-0 Over Continuous Support R=130 PLF U=100 PLF W=17-6-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI 95 Design Criteria: TPI STD FL BLDG CODE 19,5d FL 3 E - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R151--16458 INSTITUTE, 583 D'ON OFRIO DR., SUITE 20), MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TG PERFORMING THESE TONCTIONI UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHFD ss TC DL 15.0 P S F DATE 04/11/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 1• • �•. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE fNGINEERfD •4 40 BC DL 10.0 PSF DRW HCUSR151 02101048 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL URF T7 0 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALINC, AND J a-42704 ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN *7 * BC LL 10.0 P S F HC-ENG J D R SPEC IF IC ATION PUBLISHED BY THE AMERICAN FOR AND PAPER AGED CIAT ION) AND TPI. ALPINE mgt = CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTOR$ TO 's ATE �� TOT.L D. 55.0 P S F S E Q N - 10328 EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THI$ DESIGN, POSITION CONNECTORS PFR %JV�A����'' �e�, DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGF1NEER!NG `�R�O D U R.FAC. 1.25 F ROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THi, I-IaineS City,FI, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Ap r •� SPACING S E E ABOVE FL Certificate Of Authorization#567 ANSI/TPI 11995 SECTION 2. I 1 1 ° I (B0077-DIXON RESD - 62) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 26.86 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP C, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH ONE BRACE TO ONE FACE WITH 10d NAILS @ 6" OC. W3X5 5 1— W4X4 W5X5 7-7-9 (A) W3X5 s —L 2.5 W1.5X4 III R=1069 U=792 W=3.5" 22-7-0 W3X5(Al) = R=963 U=502 H=Simpson HUS26 w( (04)10d_COM_OR_16d_SINK_(0.148x3) in Truss w/ (14)10d_COM_OR_16d_SINK_(0.148x3) in Girder Girder is (1)2X8 min. So.Pine I �E 6-5-1 �E 5-4-11 �, 5-6-7 0`1:12 ( 6-5-1 5-4-11 5-2-10 -5--L 17-6-0 Over 2 Supports 3. J PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-16459 BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR10 DR., SUTf 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 15.0 P S F DATE 04111102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A Pft OPERLY ATTACHED RIGID CEILING. ` ���t� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG-VEERED •• �•'�� BC DL 10.0 PSF DRW IiCUSR151 02101049 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEV IATION FROM THIS DESIGN; ANY FAILURE .O BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 4 B C L L 10.0 P S F H C-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAI 11,"AL DESIGN SPf CIV KATION PUBLIGHfO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI, At PT RE � 2 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNFCTORS TO Z STATE OF : TOT.LD. 55.0 PSF SEAN - 10312 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERS: %� P� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER:i,:G '�,.0RVo � DUR.FAC. 1.25 FROM KEN Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANF, UF.E OF THIS t Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESIGNER, PER A PY {• SPACING 2 4.0" FL Certificate OfAUthOrization l/567 ANSI/TPI 1-1995 SECTION 2. (60077-DIXON RESD B3GE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 26.92 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT I1, EXP C, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 :W1 2x4 SP #2 N: WIND BCDL=2.5 PSF. SPECIAL LOADS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. -----(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 70 PLF at -1.61 to 70 PLF at 0.00 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. TC From 130 PLF at 0.00 to 130 PLF at 27.71 BC From 4 PLF at -1.61 to 4 PLF at 0.00 SHIM ALL SUPPORTS TO SOLID BEARING. BC From 40 PLF at 0.00 to 40 PLF at 27.71 (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SEE DWG GBLLETIN1001 FOR MORE REQUIREMENTS. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH ONE BRACE TO ONE FACE WITH 10d NAILS @ 6" OC. SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. W4X4= W2X4 III W5X5 W1 W3X3 5 1- 9-0-0 (A) 9-0-0 91 W3X3 J 2.5 W5X5 W4X8 22-7-0 W4X8 1 6 o IE 4-1-12-,-4-0-O---J14-0-0 4-0-0 4-0-0 4-0-0 -j 27-5-0 0-3-8 1 21-6-10 _I_ 6-1-14 _I 27-8-8 Over 8 Supports R=382 U=330 W=3.5" R=628 U=431 W=3.5" R=671 U=440 W=3.5" R=247 U=180 W=3.5" R=674 U=390 W=3.5" R=802 U=456 W=3.5" R=686 U=433 W=3.5" R=736 U=466 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL/-/3/-/E/-/- Scale =.25" Ft. "WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--16460 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 503 D'OHOFRIO DR., SUITE 200, MADISON, WI 53X9), FOR SAFETY PRACTICES PRIOR TO M PERFORMING THESE fUNCTION5. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AI YACriED TC D L 15.0 P S F DATE 04111102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ' �'(•� "IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE9 �'= B C D L 10.0 P S F D R W HCUSR151 02101058 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FT I PIOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BRACIINGBUILD HOFTTRUSSES. COTHOSMDESIGNANCE ICONFORMSOWITHAAPPLICABLE PROYDISNONSSOFPNISGPIN (NATIONALI1 A NU DESIGN N� B C L L 1 0.0 P S F H C E N G /D R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCI AT ID N) ANO IPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TD '� 8TiI4TE OF T 0 T.L D. 55.0 P S F S E Q N - 10267 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEN DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �• ORr�� D U R.FAC 1.25 F R O M K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THi5 YY`tt flaineS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING 15 IHE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A(Ir Ra�h�' SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. y (B0077-DIXON RESD B3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 26.81 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 :W11 2x4 SP #2 N: WIND BCDL=2.5 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH ONE BRACE TO ONE FACE WITH 10d NAILS @ 6" OC. W5X7 = Wl,5X4 III W3X6= W3X5 W3X5 W3X6 5 t- 9-0-0 (A) W11 9-0-0 W 5 X 5 W5X8 W3X5 2.5 W3X5- W5X5 W1.5X4 III 22-7-0 W3X8(Al) - L,2-o-o,l --5-11-10 --4-11-4—��4-11-4 4-11-4--��3-7-43 7 4— L- 20-9-7 _I_ 7-2-9 _I 28-0-0 Over 2 Supports R=1307 U=691 W=3.5" R=1164 U=653 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.25" Ft. —WARNING- WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--16461 BRACING. REFER TGHIB (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO �/{��� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED -rye Tl. D L 7.0 P S F DATE 0 4/1 1/0 2 STRUCTURAL PANELS, BOTTOM CH ORO SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "*IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i B C D L 5.0 P S F D R W HCUSR151 02ID1051 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ((� '�;� BUILD THE TRUSSES [N CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND j/ •42704 4 1 B C L L 1 0.0 P S F H C-ENG /D R ALPINE BRACING OF TRUSSES. THIS OF SIGN CONFORMS WITH APPLICABLE PR OVI SIGNS OF NDS (NATIONAL DESIGN IjV7/�( _ SPECIFIC All PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO = A OF p' T 0 T.L D. 42.0 P S F S E Q N - 10333 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ``N:R►O,•AD U R FAC. 1.25 FR0M KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TME SUITABILITY AND USE OF THIS ttP Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 8U Il.DING DESIGNER, PER A p r A,,y SPACING P A C I NIG 2 4.0 " FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. 11_ 1�YV (B0077-DIXON RESD B4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 27.25 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #1 Dense :B2 2x4 SP #2 N: LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 :W11 2x4 SP #2 N: WIND BCDL=2.5 PSF. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER, MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH ONE BRACE TO ONE FACE WITH 10d NAILS @ 6" OC. W5X7= W1.5X4 M W5X5 0X5 W3X5 W3X6 5 r W11 9-0-0 W5X8= (A) 9-0-0 W5X5 62 W3X5 2.5 W5X5 -- W3X5 W3X5 W1.5X4 III 22-7-0 W3X10(Al) —4-11-4—�E 4-11-4—��-4-11-4 4-10-4 5-1-12—� I _ 20-9-8 _L, 10-0-0 J 30-9-8 Over 2 Supports R=1298 U=560 H=Simpson HUS26 R=1280 U=683 W=5.5" w/ (04)10d_COM_OR_16d_SINK_(0.148x3) in Truss w/ (14)10d_COM_OR_16d_SINK_(0.148x3) in Girder Girder is (1)2X8 min. So.Pine PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 13.5d FL/-/3/-/E/-/- Scale =.25" Ft. **WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--16462 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISNEO BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRID DR., SUITE 200, MADISON, WI 53719), f00. SAF E7Y PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 04111102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, .•� �„CyO ��► *'IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �i� f� B C D L 5.0 P S F D R W HCDSRI5I 02101052 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE IO 4�7�; BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 10.0 P S F HC-ENG D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN Y SPEC If IC ATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE w CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 1. ATE OF�'Q: TOT.L D. 42.0 PSF S E Q N - 10335 EACH FACE DF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER i ��' , DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING N��. D U R,F A C. 1.2 5 FROM K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS !! Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r w� —SPACING 2 4.0" FL Certificate of Authorization#567 ANS171PI 11995 SECTION 2. Im (B0077-DIXON RESD - B4 GE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 27.25 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #1 Dense LOCATED ANYWHERE IN ROOF, CAT I1, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 :W11 2x4 SP #2 N: WIND BCDL=2.5 PSF. SPECIAL LOADS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at 0.00 to 54 PLF at 17.21 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. TC From 114 PLF at 17.21 to 74 PLF at 30.79 TC From 0 PLF at 30.79 to 40 PLF at 30.79 SHIM ALL SUPPORTS TO SOLID BEARING. BC From 30 PLF at 0.00 to 30 PLF at 30.50 (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH CAPACITIES AND NAIL CALCULATIONS. CONDITIONS MAY EXIST THAT ONE BRACE TO ONE FACE WITH 10d NAILS @ 6" OC. REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. W5X7 = W1.5X4 III W4X4 SEE DWGS A12030ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. W3X5 W4X4 W3X3 W4X4 W5X9(R) W3X6= W4X4 W4X4� 5 r W 9-0-0 W04 W3X8 (A) 9-0-0 W6X8 3X5 W4X4 J 2.5 W3X5=_ W 5 X 5 W1.5X4 III 22-7-0 W4X8 W8X12(R) I� 17-4-4 ,I, 3-0-0--J--3-0-0 - 3-0-0-113-0-0--,J --7-5-14 E 4-11-3 4-11-3— -4-2-6— -4-9-10— ;;-1<i--4-5-4--� I 21-6-10 _I, 9-2-14 J 30-9-8 Over 7 Supports R=93 U=180 W=3.5" =180 W=5.5" R=478 U=234 H=Simpson LU24 R=68 U=180 W=3.5" R=51 w/ (02)lOdx1-1/2_(0.148x1.5) in Truss R=1737 U=848 W=3.5" R=809 U=395 W=3.5" R=75 U=180 W=3.5" w/ (04)10d_COM_OR_16d_SINK_(0.148x3) in Girder Girder is (1)2X8 min. So.Pine PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.25" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151--16463 BRACING. REFER TO HIH-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), fOR SAFETY PRACTICES PHIOR TO R4 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 04111102 STRUCTURAL PANELS, BOTTOM CHORD SN ALL HAVE A PROPERLY ATTAC.HEO RIGID CEILING. : IFl4� F _IMPORTANT— FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '�� BC DL 5.0 P S F D R W HCUSR151 02101053 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 0 274 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 1 0.0 P S F H C-ENG D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN j SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAP Eft ASSOCIATION) AND TPI. ALPINE $TATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S �. TOT.LD. 42.0 P S F S E O N - 10319 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ,�•��©R,� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING F` .+..� .� O U R.FAC. 1.25 FR0M KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr SPACING S E E ABOVE FL Certificate of Authorization 4567 ANSI/TPI 1-1995 SECTION 2. ^ (B0077-DIXON RESD - B5 GE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 27.25 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 :W1 2x4 SP #2 N: WIND BCDL=2.5 PSF. SPECIAL LOADS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 114 PLF at 0.00 to 114 PLF at 30.79 DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. BC From 30 PLF at 0.00 to 30 PLF at 30.79 (A) SCAB BRACE. 80% LENGTH OF WEB MEMBER. SEE DWGS A12030ECO901 & GBLLETIN10O1 FOR MORE REQUIREMENTS. SAME SIZE, SPECIES & GRADE OR BETTER. ATTACH ONE BRACE TO ONE FACE WITH 10d NAILS @ 6" OC. SHIM ALL SUPPORTS TO SOLID BEARING. W4X4= W2X4 III W5X5 5 r-- 9-0-0 9-0-0 W3X6= (A) 9-0-0 W3X3� J 2.5 W5X5 22-7-0 W4X8; W4X8 -4-1-12- - 4-0-0—"-4-0-0 ti- 4-0-0— 4-0-0 4-0-0 —4-0-0—� { 30-9-8 _{ 21-6-10 { 9-2-14 _{ 30-9-8 Over 9 Supports R=360 U=180 W=3.5" R=520 U=245 W=3.5" R=571 U=276 W=3.5" R=530 U=26 W=3.5" R=275 U=180 W=3.5" R=711 U=369 W=3.5" R=583 U=288 W=3,5" R=597 U=293 W=3.5" R=147 U=180 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND +— T C L L 20.0 P S F R E F R151--16464 BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON OFRID DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRI DR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED M. •4q�p T C D L 7.0 P S F DATE 04111102 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �[T%`••�� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �Y B C D L 5.0 P S F D R W HCUSR151 02101054 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE To .•r BUILD THE TRUSSES IN CONFORMANCE NITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND • 4 ' B C L L 10.0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAP Eft ASSOCIATION) AND TPI. ALP INC } CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO ♦ RIO del. j�' T 0 T.L D. 4 2.0 P S F S E O N - 10325 DR ANEACHINGSE160 pRUSS SS. ATHEU SE ALSONTTHR THIS DRAWING INDICATESSADC CEPT ANCEOOFTP ROFEOSSNONALOR ENGINEERING ��''��OEIOdel..L��ti '�`' D U R.FAC. 1.2 5 FROM K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS •••••••'• Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr SPACING S E E ABOVE FL Certificate OfAuthori7.atlon#567 ANSI/TPI 1-1995 SECTION 2. (80077-DIXON RESD B3 PIGGY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 33.09 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP C, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. Wl AX4 III W1.5X4 III F-- T 2 10-9 W2X4(Al) W1.5X4 III W3X3= IED 1�IE 2-6-0— & 3-3-6 2-8-11 0 12 1 3-3-6 1 2-10-7 -- 7-2-8 Over 3 Supports R=126 PLF U=96 PLF W=5-0-0 R=16 U=180 W=3.5" R=104 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE19.54 FL/-/3/-/E/-/- Scale =.375'' Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND Y T C L L 20.0 P S F R E F R151-16465 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL (TRUSS PLAIE ■� PERFORMING SBS NO 10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TOAw_ T C D L 15.0 P S F DATE 04111102 PERFORMING TME SE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED -'� `/`� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C��`�!� BC DL 10.0 P S F D R W HCUSR151 02101055 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO d ', Q4 �/ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BC LL 10,0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN •l =� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _ /f.'�'E �F ? TOT.L D. 55.0 P S F S E A N - 10251 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER % ^p DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING {`����/f:•'� D U R.FAC. 1.25 FR0M KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Hames CI FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONS 18 ILI TY OF THE BUILDING OF SI GNER, PER y FL Certificate ofAutholization#567 ANSI/TPI 1-1995 SECTION 2. APY �` SPACING 24.0' (B0077-DIXON RESD B3 GE PIGGY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 32.87 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP C, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. REFER TO DWG PIGBACKA0401 OR PIGBACK80699 FOR PIGGYBACK DETAILS. W1.5X4 III 5 T 2-5-5 W2X4(A1) W3X3 1 0�11_1 I- 2-0-0-J 4-9-11 0-3-8 --6-1-14 Over 3 Supports—� R=158 PLF U=119 PLF W=4-0-0 R=-107 U=180 W=3.5" R=110 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.D P S F R E F R151--16466 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATT INSTI T F. 583 D'ON NOT 70 DR., SU ITf 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR Po V.i PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC D L 15.0 P S F DATE 04111102 STRUCTURAL PANELS, BOTTOM CH OR SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •�Q�CIFI�� �/► **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE LNG INEERED $V B C D L 10.0 P S F D R W HCUSR151 02101056 PRODDCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OF SIGN; ANY FAILURE TO A BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND .42704 B C L L 10.0 P S F H C-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ¢ . F :� TOT.L D. 5 5.0 P S F S E A N - 1 0 2 6 2 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECIORS Tu e- EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERI O�1Q��•Y DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INOICATES ACCEPTANCE OF PROFESSIONAL ENGiNEERINC- y♦♦.,tipR O U R.FAC. 1.25 F ROM KD Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS Flaln's City,Fl, 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. 11 111. - - 1 -' I ,- (B0077-DIXON RESD - B4 PIGGY) THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 33.35 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. W4X4= -----7 5 W1.5X4 III 5 I— W3X3 W2X4(A1) 3-4-13 W3X3= 31-8-8 31-7-0 1-0-11 W1.5X4 III W3X5= — 4-0-0--� —4-0-10 IE 3-4-3 1-6-8� L, 7-4-13 I 1-6-8 LE 10-0-0 Over 3 Supports R=96 PLF U=57 PLF W=8-0-0 R=48 U=180 W=3.5" R=-8 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND S--~-- T C L L 20.0 P S F R E F R151--16467 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �. INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO i�j�I T C D L 7.0 P S F DATE 0 4/1 1/0 2 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ......, � STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� t C'�7 _IMP IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREG (� A� BC DL 5.0 P S F D R W HCUSR151 02101057 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FA IH RE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING NO t 2704 B C LL 10.0 P S F HC-ENG D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL 0 SIGN j SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 6 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO E T 0 T.L D. 42.0 P S F S E O N - 10271 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O R1OP�'�`f/T DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ' �N�r Alpine Engineered Products Inc. RESPONSIBILITr SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS • D U R.FAC. 1.25 F ROM KP Haines City,FL 33844 OMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r S ` SPACING 2 4.0 FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (B0077-DIXON RESD - B4,5 GE PIGGY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 33.19 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. SPECIAL LOADS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.06 to 54 PLF at -0.77 DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. TC From 114 PLF at -0.77 to 114 PLF at 8.18 BC From 30 PLF at -1.06 to 30 PLF at 8.18 W04 —15 W1.5X4 III 5 W3X3 s W2X4(Al) 3-1-0 31-8-8 -,k 31-7-0 W3X3 W1.5X4 III !LO—L' W3X5 3-6-0 3-8-1 <1-6-8 2 11 10—<1-6-8� Lr 6-7-11 I 1-6-8 9-2-14 Over 3 Supports R=170 PLF U=94 PLF W=7-0-0 R=93 U=180 W=3.5" R=-5 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 1,9.5d FL/-/3/-/E/-/- Scale =.375" Ft. *WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--16468 *BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATc INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR,C T(1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATI ACB�D TC DL 7.0 P S F DATE 04/11/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 4•'��•F **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .'�! 0 BC DL 5.0 P S F D R W HCUSR151 02101050 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIAT[0N FROM THIS DESIGN; ANY ENGINEERED TO .42704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND :* B C L L 1 0.0 P S F H C-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT'.ON AL OESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO F�•� T 0 T.L D. 4 2.0 P S F S E Q N - 10321 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M_ �R,0 D U R FAC. 1 2 5 FROM VC P OR AW 3NGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES AC Cf PTANCE OF PROFESSIONAL ENGINEERING S`_p Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN USE OF IH IS O Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER A P r SPACING S E E ABOVE FL Certificate OfAuthOrizationN567 ANSI/TPI 1-1995 SECTION 2. (80077 DIXON RESD - 9'10 H/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 24.05 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP C, WIND TCDL=3.5 PSF, WEBS 2x4 SP #3 WIND BCDL=2.5 PSF. HIPJACK SUPPORTS 6-11-7 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. 25-6-7 W3X5 R=274 U=347 3.58 ET T — 3-3-1 3-3-1 22-7-0 W1.5X4 III W5X5= R=537 U=273 W2X4(Al) L;;;i- 2-1-7 �lE 9-10-12- _I �F 9-10-0 Over 3 Supports —I R=597 U=526 W=7.75" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING'' WARNING'* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL`NG AND �. TC L L 20.0 P S F R E F R151--16469 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSj PLATE INSTITUTE, 583 D'ONOFR10 DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR. TO M' TC D L 15.0 P S F DATE 0 4/1 1/0 2 PERFORMING THESE ED NCTI01S. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHE!, STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. If� /► _IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ,l(� B C D L 10.0 P S F D R W HCUSR151 02101043 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN; ANY F�ILORF To BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND b 42704 ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NA"IIONAt UESION * * BC LL 10.0 P S F HC-ENG M N M/W P F SPECIFICATION PDBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE EACHCONNEFAOCES OFR TftMADE OF 20GAE SSTOT HERWI H A653 GR40OCATED STEON THISE D ESI GN CE I ASP O 0 ITDION CONNECTORS APPLY CONNECTORS TO OF EACH Q_F.`�j'` T 0 T.L D 55.0 P S F S E Q N - 3501 Alpine En nteeLcd Pt DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINccRING �0_R ��Y D U R.FAC. 1.25 F R 0 M K E N P g educts,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAB[LI TY AND USI OF THIS �NYI_D Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PIR Apr A`E S P A C I N G S E E A B O V E FLCer[ificateofAuthorization#567 ANS I/TPI 11U" SECTION 2. (80077 DIXON RESD - 7' E/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense 120 MPH WIND, 24.04 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP C, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 25-6-4 R=216 U=220 5F- 3-3-1 3-3-1 22-7-0 R=134 U=180 W2X4(Al) LE 1-6-0 —JE 7-0-12 j —7-0-0 Over 3 Supports—� R=535 U=442 W=5.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG_ CODE 19.5c FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R 1 5 1--1 6 4 7 0 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR iJ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE [NO ICA TED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 15.0 P S F DATE 04111102 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'fIFl . **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED {�1� B C D L 1 0.O P S F D R W HCUSR151 02101047 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 42704 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLIN AND * B C L L 1 0.0 P S F HC-ENG M N M/W P F BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OV iSIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED 8Y TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A'1�OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNCCTORS TO �q 4*' t � T 0 T.L D. 55.0 P S F S E 0 N - 3505 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CO NNECTOftS PER OR/©•�f� DRAHINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGa....t D U R.F A C. 1.25 F ROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF 1HjS A1. Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r 1 SPACING 2 4.0" FL Certificate of Authorization#567 ANSI 7TPI 1-1995 SECTION 2. 11 1 1 1 1 I I (60077 - DIXON RESD - 5' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 23.63 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP C, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. 24-8-4 5 R=140 U=180 2-5-1 2-5-1 22-7-0 R=92 U=180 W2X4(A1) Liz I-6-0 ;;.IE 5-0-12 _I �-5-0-0 Over 3 Supports R=433 U=379 W=5.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.375" Ft. *WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--16471 *BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO e PERE RM ING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 15.Q P S F DATE 04111102 STRUCTURAL PANELS, 8OTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �'�'6•••�.F *'IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C DL 10.0 P S F D R W HCUSRI5I 02101044 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO O IO4 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN '* BC LL 10.0 P S F HC M N M/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR4D GALV, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS ?J ..� t TOT.L D. 55.0 P S F S E Q N - 3507 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OF SIGN, POSITION CONNECTORS PER �R,O �' 1� D U R.FAC 1 2 5 F R 0 M ICE N DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINFERIMG �D Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS G Hames City FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A p r •~1' SPACING 2 4.0 FL Certificate ofAuthorization4567 ANSI/TPI 1-1995 SECTION 2. (80077 - DIXON RESD - 3' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 23.21 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP C, WIND TCDL=3.5 PSF, ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. WIND BCDL=2.5 PSF. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 5 I— 23-10-4 R=56 U=180 1-7-1 1-7-1 �22-7-0 riR=46 U=180 W2X4(Al) L<1-6-0 -3-0-12—� 3--0-0 Over 3 Supports R=343 U=334 W=5.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.375" Ft. *WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING.AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R151--16472 INSTITUTE, 583 DNOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO V++ _ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, IOP CHORD SHALL HAVE PROPERLY AT TAC'HEI Y � ��' TC DL 15.0 PSF DATE 04/11/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEIL IND. '[�� �.�► *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f` O_ 7�4 BC DL 10.0 PSF DRW HCUSR151 �Z1G1O45 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN FAILURE TC i ALPINE BHILO THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, IPSTALLICG AND 1 B C L L 1 0.0 P S F HC-ENG M N M/W P F BRACING OF TRUSSES. iH IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT ION AI. DESIGN A SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT.L D. 55.0 P S F S E O N - 3509 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNtCTORS TO ` EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEE, ORt DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINE!IRING E D U R.FAC. 1.2 5 F ROM K E N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF `NIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR 8UILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, VER Fl,Certlfi-teOfAtiftrizationg567 ANSI/TPI 1-1995 SECTION 2. Apr SPACING 24.0" (B0077 DIXON RESD - 1' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 120 MPH WIND, 22.79 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP C, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. PRIVIDE (3) 16d TOE-NAILS AT TOP CHORD. PROVIDE (3) 16d TOE-NAILS AT BOTTOM CHORD. 5 (— 1 1 0-9-1 23-0-4 0-9-1 22-7-0 _F W2X4(Al) L<1-6-0 �.11-0-12� 1-0-0 Oveerr_3 Supports R=367 U=455 W=5.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. TC LL 20.0 P S F R E F R151--16473 INSTITUTE, 583 D'ONOf R10 DR., SUITE 200, MADISON, WI 53719), FOR SAFE TV PRACTICES PRIOR TO ' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACBEP TC DL 15.0 PSF DATE 0 4/1 1/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'rjHGq�s F **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �(� (P-6� B C D L 1 0.0 P S F D R W HCUSR151 02101046 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO = 4z7�4 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT I0 DE GN * B C L L 10.0 P S F H C-ENG M N M/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE OF f CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CE PT AS NOTED. APPLY CONNECTORS TO j T 0 T.LD. 55.0 P S F S E 0 N - 3511 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS P" DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERT`u ,��y•►�:�� �"'�~ DUR.FAC. 1.25 FROM KEN Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF FLITSHames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr SPACING 24.0" FLCeRificateofAuthorization#567 ANSI/TPI 1-legs SECTION 2. "l 'Ie _ I ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE (1) 1X4 "L" BRACE " (1) 2X4 "L" BRACE • (2) 2X4 'I BRACE " (1) 2X6 "L" BRACE - (2) 2X6 "L" BRACE �• GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 2 3' 5" 5' 11" 6' 0" 7' 0" 7' 2" 8' 4" 8' 6" 10' 11" 11' 3" 13' 1" 13' 5" BRACING GROUP SPECIES AND GRADES: S P F #3 3' 4" 4' 11" 4' 11" 6' 5"gNiwfin4m ' " ' " 0" 10' 0" 13' 1" 13" 1" GROUP A: STUD 3' 4" 4' 10" 4' 10" 6' 5" 6' 5" 0" 10' 0" 13' 1" 13' 1"W Q HF STANDARD 3 3" 4' 2" 4' 2" 5' 6" 5' 6 " 8' 7" 11' 8" il' 8" SPRUCE-PINE-FIR HEM-FIR 1 3' 9" 5' 11" 6' 4" 7' W, 7' 6" 1" 11' 10" 13' 1'" 14' 0" 1 z STANDARD 2 sTUD 3 STUD #3 1 STANDARD sp #2 3' 8" 5' 11" 6' 4" 7' 0" 7' 6" 8' 4" 8' 11" 10' 11" 11' 10" 13' 1" 14' 0" 3' 6" 5' 0" 5' 0" 6 6' ' 7' 7" 8' 4" 8' 9" 10 3" 10' 3" 13' 1" 13' 9" DOUGLAS FIR-LARCH SOUTHERN PINE d DFL STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10' 2" 10' 2" 13' 1" 13' 93 #3 STANDARD 3' 4" 4' 3" 4' 3" 5' 8" 5' 8" 7' 7" 7' 7" 8' 9" 8' 9" 11' 11" 11' 11" STUD STUD STANDARD STANDARD S P F 1 2 3' 11" 6' 9" 6' 11" 8' 0" 8' 2" 9' 6" 9' 9" 12' 6" 12' 11" 14' 0" 14' 0" #3 3' 10" 6' 0" 6' 0" 7' 11" 7' 11" 9' 6" 9' 6" 12' 3" 1 12' 3" 14' 0" 14' 0" STUD 3' 10" 5' 11" 5' 11" 7' 10" 7' 10" 9' 6" 9' 6" 12' 3" 12' 3" 14' 0" 14' 0" HF GROUP B: W Q STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9' 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0" 1 4' 3" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" HEM-FIR 11 C ,S P #2 4' 2" 6' 9" 7' 3" 8' 0" 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" 1 & BTR W C-00"#3 4' 6' 2" 6' 2" 8 0" 8' 1" 9' 6" 10' 0" 12' 6" 12' 7" 14' 0" 14' 0" 1 -1 DFL STUD 4' 0" 6' 1" 6' 1" 8' 0" 8' 0" 9' 6" 10' 0" 12' 5" 12' 5" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH 1" STANDARD 3' 1 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" 9' 3" 10' 9" 10' 9" 14' 0" 14' 0" 1 Q, 1 2 4' 4" 7' 5" 7' 7" 8' 9" 9' 0" 10' 6" 10' 9" 13' 10" 14' 0" 14' 0" 14' 0" 2 2 T h Q S P F #3 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" �J H F STUD 4' 2" 6' 11" 6' 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" 14' 0" Q STANDARD 4' 2" 5' 11" 5' 11" 7' 10" 7' 10" 10' 6" 10' 6" 12' 2" 12' 2" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: ✓ti 1 4' 8" 7' 5" B' O" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" C SP #2 4' 7" 7' 5" 8' 0" 8' 9" 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA 13 L/240. cv #3 4' 5" 7' 1" 7' 1" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 130 PLF OVER DFL STUD 4' 5" 7' 0" 7' 0" 8' 9" 9' 3" 10' 6" 11' 0" 13' 10" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 4' 4" 6' 1" 6' 1" 8' 0" 8' 0" 10' 6" 10' 9" 12' 5" 12' 5" 14' 0" 14 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYMM J(('� OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUT,'Y� PLYWOOD OVERHANG. GABLE TRUSS + ATTACH EACH "L" BRACE WITH 10d NAILS. 'k DIAGONAL BRACE OPTION: 'T- -r 2X #2N OR BETTER )FOR (1 "L" BRACE: SPACE NAILS AT 2" O.C. 4 IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. VERTICAL LENGTH MAY BE + **FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. DOUBLED WHEN DIAGONAL 18 * IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. BRACE IS USED. CONNECT L + "L" BRACING MUST BE A MINIMUM OF 80% OF WEB AT EACH END. MAX NEEBB BRACE DIAGONAL BRACE FOR L MEMBER LENGTH. ** TOTAL LENGTH Is 14'. 2X4 SP OR DF-L #2, T_ VERTICAL PLATE SIZES OR BETTER DIAGONAL r VERTICAL LENGTH NO SPLICE VERTICAL LENGTH SHOWN BRACE; SINGLE OR 18" * LESS THAN 4' 0" 1X4 OR 2X3 IN TABLE ABOVE. DOUBLE CUT L 1 + + + GREATER THAN 4' 0", BUT 2X4 (AS SHOWN) AT LESS THAN 11' 6" UPPER END. GREATER THAN 11' 6" 2.5X4 CONTINUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. THIS DRAWING REPLACES DRAWING A10030E **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLINGAND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED M. REF ASCE7-98-GAB12030 BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR m• DATE 09/1001 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL • �;F�•• HAVE A PROPERLY ATTACHED RIGID CEILINGE7 . _ � DRWG A12030EC0901 **IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 1 A **ALPINE DESIGNi ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIi OR FABRICATING, : * -ENG HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA t STtq r OF ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF '♦y:.� f TOT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, �g R,UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '.. ot POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL •`I••R E ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ■ RESPONSISUITABILITY BILITCDOF USE THEEF BUILDINGCOMPONENT SIGNER,FOR PER ANY ANSARTPI 1-1995 BUILDING SEC IONI 2 THE AFr 11 A� MAX. SPACING 24.0" 1 2X6 '"F" GABLE DETAIL REINFORCING GABLE VERTICAL PLATE SIZES MEMBER 2X4 "T" ABOUT + FOR LET-IN VERTICALS VERTICAL LENGTH PLATE IF PLATES REINFORCING BETWEEN CHORDS SIZE OVERLAP* MEMBER LESS THAN 4' 0" JIX4 OR 2X3 I 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL LESS THAN 11' 6" GREATER THAN 11' 6" 2.5X4 +Q REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + IF GABLE VERTICAL PLATES OVERLAP, USE A -I" TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE: 2*2X4 2X4 "L" BRACE, GROUP A. OBTAINED FROM THE VERT CAL GABLE + 2X8 APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR LENGTH SBCCI WIND LOAD. TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BO'T'TOM CHORD. EB LENGTH INCREASE W/ "T" BRACE WIND SPEED "T" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 7 10 % + 15 FT 2x6 40 % 50 % 110 MPH 2x4 10 % 10 % 30 FT 2x6 50 % 50 % Ini 100 MPH 2x4 10 7 10 7 15 FT 2x6 30 7 50 7. 100 MPH 2x4 10 % 10 7 30 FT 2x6 40 7" 40 % PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 90 MPH 2x4 20 % 10 7"15 FT 2x6 20 7" 40 7 RIGID SHEATHING ATTACH EACH "T" REINFORCING MEMBER WITH 90 MPH 2x4 10 7 10 7 HAND DRIVEN NAILS: 30 FT 2x6 30 7 50 % 4 TOENAILS 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 7 20 7. AND BOTTOM CHORD. 15 FT 2x6 10 7 30 % "T GUN DRIVEN NAILS - 0.131" X 3": 80 MPH 2x4 20 7 10 7 REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 % 40 7" MEMBER 70 MPH 2x4 0 7. 20 7. THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. 15 FT 2x6 0 % 20 % ASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 10 7" 20 % GABLE TOENAILS 30 FT 2x6 1 10 7. 30 % TRUSS SPACED AT A11015EN0699, A10015ENO699, A09015EN0699, A08015EN0699, A07015EN0699 4' O.C. A1103OENO699, A10030EN0699, A09030ENO699, A08030EN0699, A07030EN0699 EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 MEAN ROOF HEIGHT = 30 FT A13030ECO901, A1203OECO901, A11030ECO901, A1003OECO901, A08530ECO901 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015ENO699, S10015ENO699, S09015ENO699, S08015ENO699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030ENO699, S10030EN0699, S09030ENO699. S0803OENO699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOE AILS MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 --WARNING-■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF LET-IN VERT INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED M. BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DATE 10/24/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLHAVE A PR �� t�F�•• ■ IMPORTANOT— FURNISHCAECOPYGID OF CTHISNG.DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE � DRWG GBLLETIN1001 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TI BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, * —ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE STATE OF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 200A •s Am ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF X TOT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ~'�OR,ON••• POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL- ` UR. FAC. ANY ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE {� SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE .,Pr 11 MAX SPACING 24.0 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. CLB WEB BRACE SUBSTITUTION T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING: \ BRACING METHOD IS DESIRED. T-BRACE APPLY TO EITHER SIDE OF WEB NARROW FACE OR ATTACH WITH 16d NAILS AT 6" O.C. L-BRACE NOTES: BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE-RUN DESIGN WITH APPROPRIATE BRACING. T-BRACE L-BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 SCAB BRACING: 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2-2X6(*) NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE BRACE IS A MINIMUM 80% OF WEB T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. THIS DRAWING REPLACES DRAWING 579,640 ■-WARNING*. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF REF CLB SUBST. INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DL PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL •• •AFI••• •. DL PSF DRWG BRCLBSUB0699 HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT*- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS • r�•t'� ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, I 7 pC L PSF -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE STATE OF LD. PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA �� ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A• �OR,O� POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ~'•...••••,..• FAC. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE t SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE A�F PACING RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 1 A r 11 PIGGYBACK DETAIL THE DETAILS BELOW ARE ACCEPTABLE FOR THE FOLLOWING WIND CONDITIONS: NOTE: TOP CHORDS OF TRUSSES SUPPORTING PIGGYBACK 80 MPH WIND, 30.00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, 80 MPH WIND, 30.00 FT MEAN HGT, SBC, CAP TRUSSES MUST BE ADEQUATLY BRACED BY SHEATHING LOCATED ANYWHERE IN ROOF, 100 MI FROM COAST, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF OR PURLINS. PROVIDE DIAGONAL BRACING OR OTHER CAT I, EXP C, WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. WIND TC DL=5.0 PSF, WIND BC DL=5.0 PSF. SUITABLE ANCHORAGE TO PERMANENTLY RESTRAIN PURLINS. DETAIL A FLAT TOP CHORD <= 12' — — PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON (0.148"x3") NAILS. * 12" MIN RIGID SHEATHING OVERLAP WITH 8d COMMON (0.131"x2.5") OR GUN NAILS IN OVERLAP ZONE SPACED AT 4" O.C. FLAT TC BRACING PER ENGINEER'S SEALED DESIGN DETAIL B FLAT TOP CHORD <= 20' PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON (0.148'X3") NAILS AND SECURED WITH 2X4 #3 GRADE SCAB (1 SIDE ONLY) 4' 2, 2' 4 ATTACHED WITH 10d COMMON NAILS AT 4" O.C. 2' 2' FLAT :; TC BRACING PER ENGINEER'S /� SEALED DESIGN CAP DETAIL C CIRCLEDUSS NUMBERAILED TO TOP CHORD INDICA ES REQUIRED NUMCING BER OFDO 120"X SECURETH 3X8 D NAILS TRULOX PER FACE.TESEEEACH DRAWINGE160TLAT EACH END FOR TRULOXIAT INFORMATION.NTS. FLAT TOP CHORD <= 30' IN LIEU OF TRULOX CONNECTORS, ALPINE 62PB SPECIAL PIGGYBACK CONNECTORS MAY BE USED. SHOP APPLY TOOTHED PORTION, FIELD ATTACH TO MATING TRUSS 4 WITH (4) 0.120" X 0.375" NAILS MINIMUM EACH FACE. 4 4 4 (4) 8d COMMON NAILS (0.131'X2.5") FLAT TC BRACING 8" X 8" X 1/2" RATED SHEATHING GUSSETS (EACH PER ENGINEER'S FACE) MAY BE USED IN LIEU OF TRULOX PLATES, SEALED DESIGN ATTACH WITH (8) 8d COMMON NAILS PER GUSSET, (4) IN CAP BC AND (4) IN BASE TRUSS FLAT TC. THIS DRAWING REPLACES DRAWINGS 581,670 & 961,860 «*WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF REF PIGGYBACK INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI, 53719) FOR M. SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ........ DL PSF DATE 04/04/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL :• tFl HAVE A PROPERLY ATTACHED RIGID CEILING. r•'. DL PSF DRWG PIGBACKA0401 �c-IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, *a LL PSF —ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATIDN PUBLISHED BY THE STATE OF . LD. MAX 60 PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA „_'rte/ ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I�w0110 POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL R. FAC. 1.15 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE PP I, NA1.E. SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE SPACING 24.0 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. TOPCHORD 2X4 12 OR BETTER PIGGYBACK DETAIL HOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER SPANS UP TO REFER TO SEALED DESIGN FOR DASHED PLATES. JOINT SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TYPE 30' 34' 38' 52' TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. A 2X4 2.5X4 2.5X4 3X5 PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. B 4X6 5X6 5X6 5X6 ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS C 1.5X3 1.5X4 1.5X4 1.5X4 MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. I 5X4 5X5 5X5 5X6 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: 110 MPH WIND, 30' MEAN HGT, ASCE 7-93, CLOSED BLDG, 4X6 OR 3X6 TRULOX AT 4' OC, LOCATED ANYWHERE IN ROOF, 1 MI FROM COAST E ROTATED VERTICALLY CAT I, EXP C, WIND TC DL=5 PSF, WIND BC DL=5 PSF 110 MPH WIND, 30' MEAN HGT, SBC ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO WIND TC DL=5 PSF, WIND BC DL=5 PSF BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE INFORMATION. PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 #2 OR BETTER WEB BRACING CHART El A E E n zzA Em WEB LENGTH REQUIRED BRACING A E E E A E E 0' TO 7'9" NO BRACING 1x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 20' FLAT TOP CHORD MAX SPAN 7'9" TO 10' MEMBER, OR BETTER, AND 807 LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4--T- BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 80% LENGTH OF WEB EITHER PLATE MEMBER. ATTACH WITH 16d NAILS AT 4" OC. OPTIONAL /�\ /�C LOCATION IS SPLICE B B Y ACCEPTABLE C B * PIGGYBACK SPECIAL PLATE D-SPLICE B C ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF - 2' 1 C FABRICATION. ATTACH TO SUPPORTING TRUSS WITH Typ, B (4) 0.120" X 1.375" NAILS PER FACE PER PLY. APPLY C PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND f ' B SPACE 4' OC OR LESS. - C B C o 0 0 o a B C-TYP. 0 0 0 0 0 2" C o 12 0 0 0 0 12 * C 00 o 0 0 0 0 MAX 8 1/4" i *ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. THIS DRAWING REPLACES DRAWINGS 634,016 634,017 & 847,045 INSTALLING*AND BRACINGED REFER TUE IB-91R(HANDLING IINSTALLINGN AND BRAC I NG)N PUBLISHED ■� MAX LOADING REF PIGGYBACK BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR ItlR, 55 PSF AT DATE 06/25/99 SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL DRWG PIGBACKB0699 HAVE A PROPERLY ATTACHED RIGID CEILING. •C • .33 DUR. FAC. *-IMPORTANT-* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ALPINE ENGINEERED PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 5O PSF AT -ENG DLJ/KAR DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH _* 25 DUR. FAC. APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA STATE OF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF !� ® s 47 PSF AT ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `a s; POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE ❑F PROFESSIONAL y„�Rlar' .15 DUR. FAC. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE A1.�'' ACING 24.0' RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. A - ]i 22'6" 12'8" -!- I 85 1 !� I I I I I I I 1 B4 N m m I i N � I ) 1 (Vcc rz— I I 82 44 Q I I 1 B� PON 35'2" 3 14'6 — 1 . DO NOT CUT OR ALTER TRUSSES, UNLESS M A N N I N APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT 5/ 12 P ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER J 0 B BO 4. APPROVED BY : CUSTOM APPROVAL DATE= LOC : AT DEL. DATE DESIGN 0'9"8 22'4"8 S 4" --I N rn n I --a I I I 1 I I x 83 in i i I 83GE - - 3' 13'3"8 + 27'8"8 41' BLDG . SUPPLIES TCH 24 °° OH SO/CUT 77 R : BENCHMARK HOMES ANTIC BCH . R = KEN PARKER 'ts CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD J = ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 !,r Application Number . . . . . 08-00001228 Date 9/08/08 Property Address . . . . . . 2093 BEACH AVE Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 45 kw generator underground ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ FREY, MARK/SHARON CRAWFORD ELECTRIC 2093 BEACH AVENUE P.O. BOX 51045 ATLANTIC BEACH FL 32233 JAX BEACH FL 32240 (904) 241-5591 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/07/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ^ CITY OF ATLANTIC BEACH Rx_ r 'kTf` 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 O V OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US £Drill ELECTRICAL PERMIT APPLICATION DUVAL COUNTY q 2 0 �j ! �v C/k� �/n v Oo ,�_ OYES PERMIT#: ;r}i7 ?`sRROPE TYOWN6 �i, ; K� a iu .I`'a 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: # {p/A p� �•,;,"'".M1"v:.,,:a,tv Yrr` �FYa',n7���r4 Cif, 'rfi 1�C ��'a C'i 3p1 E �,.?r I�A4^G,ONT' 'CTOR"MIA ��7� 11S 9, :.��"r„ Y.'E�..u:,F Ami,.,,;�`�r4+...r�'`as d �i E✓,d x°ne'2w 7.NAME OF OMPANY: ( 8.ADDRESS.: Z,&C 2,3o 2W 9.STATE OF FLgWDA LICENSE NO: 10.CEL PHONE: 11.FAX NO.: 12.EMAIL ADDRESf`G �e� 13.OFFICE PHONE: 14. 15.Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time afte�rk is commenced. CONTRACTORS SIGNATURE: . r�S:,�iL�RS�S��{�P;YdbR 'rh?X41¢/ir ?r... _�.,.rx.,e .�~&� . ,,•°a` °1��4,i�` .,��'�.rw�M!.r as,.r�„ ', i.?d Y���i»)€,r ,. . �.;1VIETER` UII�tBE1�'ah`, '�?°�.,.rx,a,�.;�,.+ �,:°z°,`�e xat.-:; ❑MULTI FAMILY-#OF UNITS: ESIDENTIAL @'DINGLE FAMILY ❑TEMP SERVICE ❑COMMERCIAL ❑ADDITION ❑TRAILOR ❑ALTERATION ❑SIGN ❑ D ❑NEW 13'05 NATIONAL ELECTRICAL CODE ❑REPAIR ❑POOL/dSPA REWIRE ❑OTHER: 20.TYPE OF SERVICE: ❑OVERHEAD XUNDERGROUND ❑ UNDERGROUND UP POLE 21.NEW SERVICE: CONDUCTORS PER PHASE: POWER IS ON ❑ POWER IS OFF 22.SIZE OF CONDUCTOR: AMPACITY: WOPPER ❑ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 24.EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25.FEEDERS: #OF AMPS: #OF AMPS: #OF AMPS: 26.LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT&M.V.: 27.FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28.FIRE ALARM. ❑YES ❑ NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER: 30.RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31.SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: �r,t,� �,_it�13"�5.xp�;"lx�,#,,,a;,r�,x,', r-•r..1.,.���., ' „ T4s+, "i,,,. >�3 3�.�J41 a:COND,ITIONING 'r �';,is�R`�'� xa�;,�x,�l�"�`�^�., ;�.�.: hfR5' gr'�:a �E�+��x.Fi+s' x`"��sz�* f #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: 33'^M ., ., .� �QTgRS ; r a ,., 777 NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: 34 TRA SFORMERS UNDER 60OV: NUMBER: KVA: OVER 60OV: NUMBER: KVA: 35.MI&CELANEQU.RREPA1RSa,, DESCRIBE IN DETAIL: COAB FORM BLDG02:REVISED:1/10/2008 IF CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING i 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 , _ PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23437 Address: 2093 BEACH AVENUE Permit Type: DEMOLITION ATLANTIC BEACH, FL 32233 Class of Work: REMOVAL Township: Range: Book: Proposed Use: SINGLE FAMILY Lots):78 Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH UNIT Est. Value: Parcel Number: Improv. Cost: 5,000.00 OWNER INFORMATION Date Issued: 2/07/2002 Name: DIXON, ROSANNA&J. D. Total Fees: 100.00 Address: 2093 BEACH AVENUE Amount Paid: 100.00 ATLANTIC BEACH, FL 32233 Date Paid: 2/07/2002 X000)000-00.00 f Work Desc: DEMOLITION , ��� CONTRACTORS Y13 LA '_ APRLICATION FEES BENCHMARK HOMES �� ` 100.00 �'Y F• k k K � yp 3 8! Air x NOTICE- PICtU TQUSTEDAT LEAST 2#HOU5 R TtJ IN ECT{ON BUILDING MATERIAL t3tSI✓t k BRIS FROM THIS WORK MUST NOT LAS .` UBLIC SPACE,AND MUST BE CLEARED UP_ IiAIIQ. E3 !`II~I ;GOfACTUR O 1=f2 "FAILURE TO COMPLY - R LT IN THE � . PROPERTY OWNER PAYIN C 01 P . M p'k x ISSUED ACCORDING TO APPROVED PLA-1fl- , AR _ ERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS O - T • OC ®ra 32x81 Oiler: DSMITN r�� • f Date:lks211118' 81 Receipt n0• OWN 14 PERMITS-Bl{ILOINS 1 ATLAk IC BEACH BUILDING T. p(atCIECKS r• 1945 b188.88� Trans date: 2/11lime: CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS, MOVING, DEMOLITIONS Owner(s) /C�� ���vN �',✓� �� �i,�G. ✓ Job Address c2 cam -�'�� n� Phone 7r 5 Lot# Block or Unit# ? �' �' �""� Subdivision Contractor �� �"�'��C ���'"��'� State License# L?r' &7 y 53 Address % i �i'r� L� v.�- G✓ �a ��' Phone Q��''->.7 City ' or.ri Ile' State / Zip Describe work to be done ✓ "��J � �' 7'"�✓ ii✓ /' �%i° �" d Present use of building Valuation of Proposed Construction 1) Proposed use �`'� Is this an addition? / If yes, what are the dimensions of the added space: ft. x ft. Will the added area be heated and cooled? New electrical (or increase) New plumbing fixtures? New fireplace? New Heat/AC? SUBMIT THREE (COMMERCIAL)TWO (RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/ CONTRACTOR AFFI VIT, IF OXVNE fS C NTRACTOR. Signature of OWNE Date: ,�- J 2 Signature of CONTRACTOR c / ". ''� —" Date 2` STATE OF FLORIDA COUNTY OF yy^ Sworn to(or affirmed)and subscribed before me thissC day of �-�°' , 2 0� AS TO OWNER: Notary's Signatur JaNuetyn R Heufelder personally known Ex * Commission 7809 ❑ Produced Identification Expires Decemberr 7,200 02 Type of identification produced Swom to (or affirmed)and subscribed before me this .day of ' 20 AS TO CONTRACTOR: Notary's Signature d�'+4,Jealue"R Hain Personally known * *Mr mon Gc7am ❑ Produced Identification 'Me"Expires Decernbw 7.2= Type of identification produced CONTRACTOR AUTHORIZATION The undersigned S�n�ra/�e o�°^' gn gives authorization for Benchmark Custom Luxury Homes to act on their/his behalf regarding all submittals for the permitting requirements of the Department of Environmental Protection, State of Florida, for the consideration of the home at Date: /f9 61 Sw rn and subscribed before me this day of , 200/—. N ary ubll dow4 Jacquelyn R Heufeider State o Florida * *MY Commission CC785209 1•47.,fr Expires December 7,2002 My commission expires: -z)'? o v BENCHMARK Feb. 7, 2002 HOMES To: Don Ford Building Official City Of Atlantic Beach From: Rich Morrison Owner Benchmark Homes Re: Dixon Remodel 2093 Beach Avenue I met with you last fall to discuss the remodel of this single family home. We have gone'::grough some design changes which have simplified the changes and deleted the proposed third story addition. The structural engineering is being finalized with Jeff Hulsberg. I am enclosing,a copy of the survey, existing house plans and the current plans. At this time I am applying for a demolition permit to start the interior work. I would anticipate applying for the building permit in approx. two weeks. If you have any questions or comments,please do not hesitate to contact me. PROFESSIONALS SERVING PROFESSIONALS 1579 The Greens Way #12 - Jacksonville Beach, FL 32250 - (904) 280-8777 - Fax (904) 280-9060 e-mail: benchco@bellsouth.net www.customluxuryhomes.com 1a'- d GARi.GE N = F.F.•1�.0� NPIES J� THIS IS A BOUNDARY SURVEY. Z I — BEARINGS BASED ON THE COASTAL CONSTRUCTIT BETWEEN MONUMENTS R ACK 42 AND 1 24. Z �� : .► I:4 �� IA R-43. 0 (` '� F� nj w NO BUILDING RESTRICTION LINE aT. - 1 A �" PER PLAT U) - AN WOOD STOOP 3 104 46 C4 O BENCHMAQK IS A NAIL IN A POWER N — — h: POLE AT THE SE CORNER OF 20th Qs n 2-STORY (A STREET AND BEACH AVENUE. fAFRAME ELEVATION ■ 18.74 N.G.V D. v r AND n A/C COQUINA ►� ALL FENCES ARE d 00000 PRIVACY. LOT 77 LOT 78 RESIDENCE Q� F.F. • 20684 EJ 31.0'3 I T IBJ I ; :ws - j�acK p 24.7 ' (D sUPPORT COLUMNS O� OD CD COASTAL CONSTRUCT& ; SETBACK LINE I S.030 le' 23"E. 97,07 8 ssa.sa 50.00 ;g. f� ONLINE 0 J3� ar = wFOUND O.N.R.MONUMENT 8 No. M-42 r Z w ul FOUND 1/Y'MoN FIFE-- S-01*3e-57"W. 49.95 FOUND V2"1 RON F1K No. 3295 SURVEY LINE ONLY r No. 3000 MICR. --- --- MOWME T S.O I°491 I I11 E. EROSION CONTROL LINE 49.93 ATLANTIC OCEAN I HEREBY CERTIFY THAT THE PROPERTY SHOWN HEREON LIES IN FLOOD 7ONE "X" (AREAS Ol8'SIDE 500 YEAR FLOOD) AS SHOWN ON THE FLOOD HAZARD BOUNDARY MAP FOR ATLANTIC Bpi, FLORIDA. I HEREBY CERTIFY TO PETER K. TINNESZ, WWNE'IT BANK OF JACKSONVILLE, N.A. , AND TITLE CQMPANY OF MINNESOTA THAT I HAVE SURVEYED THE i,ANDS AS SHOWN IN THE ABOVE CAPTION AND THAT PHIS MAP IS A TRUE AND CORRECT REPRESENTATION OF THAT SURVEY AND THAT THE SURVEY REPRESENTEll HEREON MEETS THE MINIMUM TECHNICAL STANDARDS OF `I'HE FLORIDA ADMINISTRATIVE CODE CHAPTER 21- _ Ay?T THP FL-oRr,-)4. F,-%Nn Trl'f,E ASSCCIATICNV. THIS SURVEY NOT VALID UNLESS 64, SEALED WITH AN EMBOSSED SEAL OF SURVEYOR S*NED HEREON MAXIKE C. CLARKE L.S. FLORIDA REO. LAND SURVEYOR No. 31 IT ��(S.`T.Z�6LV.'L[f�!lY�n2og ''^^ +�+ 1�� !a�".r.1—blo?Elle'n��';.._��7iJpcts�:i:.t::ifzsa�/�:a �e.�♦�x:]Z=un„w,mw.la.laal.,ac-.j VAt<.G:ae�isa��.+.--a:.a..iew� IiV� 7�ripVIS•1 LA6►pL;, -'yi4.r6ra �'Ni.`46.'VC"2•`�, IIS'., i�id>+ w�.-+111AI�M�''. LA AWN �`r; �>,» ' NW:� ROA. �JAMSC i . •..� ...,,�. 1401 FE N 7 "4 F A�`r:- r kl F � IF.•„1 y.,;..v Via. i.' .�.. p^.'. .. -ivAna d0 Sabo =io :a-6 -51— 'sl of CNto s "or -N�`d'3� at1N`dl1�v' l--tlzlOrl '< Nol1.dl�l��CI - NVIJ I - I l� _, i zsi-+oma--►�.t.��-- _ _ ,g•r�r--=-" =�-- n oz �S „e�LI r �S�ot-t r GL # j _i ,lf'LS{ - ►oJ5 ,S _ �bMG3�dGL� �k�dG?J�-rd s ' bL # 101) 'cab (f i app N s R. I /j l , } 'Vr,, i.n 4 CITY OF �- Office of Building Official , REQUEST FOR INSPECTION Data Permit No. D Time A.M. Received P.M. District No. Job Address _ Locality l / Na /� �' Contract ' -- BUILDING CONCRETE? ELECTRICAL PLUMIWNG MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel ❑ Final vl✓C k Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Aor�. Tues. Wed. Thurs. Friday Inspection Mad P.M, Inspector Final Inspection Certificate of Occupancy "i Date CITY OF AVaar& Vead - 57&uW4 716 OCEAN BOULEVARD P.O.BOX 26 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 DATE PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORI'T'Y 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: ------------------------ ------ ------------------------------------------------- ------ ) ------------------------------------------------- ------ ) ------------------------------------------------- SINCERELY, BUILDIN I SPECTION DIVISION cc:FILE - ------ ADDRESS tx�L - -- � -- -- ---------- C CONTRACTOR ------------------------------------- 77 OWNER ------------------------------------------------ BUILDING_ k713 __ MECHANICAL_2�y�_ PLUMBIHG__g�f5' ELECTRICAL,:L�SYTEMP POLE 513 __ MISC___________ ELECTRICIAN_. t�I __ ____________ DATE FAILED DATE PASSED TEMP POLE JEA ((e� _ __- f/��f� - ----------- --- - FOOTING ----------- ----------- ROUGH PLUMBING SLAB ----------- ----------- FRAMING �- MECHANICAL/FIREPLACE _ -Xvsa ` __3. xfl__ TOP OUT PLUMBING ROUGH ELECTRIC FINAL ELECTRIC ----------- ----- FINAL BUILDING f ELEVATION SUBMITTED CERTIFICATE OF OCCUPANCY ----------- ----------- DATE ORDERED DATE ISSUED * ( t �,ut�� - h� �hSpe �ohS dine PLANS REVIEW CHECK LIST Address_ � _, t!� -= -= --------Owner --- == °- a{°It -`'=------------ Legal Description (4 - _Contractor ------------- ------ - -------------------------License Number a '__i�M --------- -- License on File t4ES NO Section 24_101 * Zoning Regulations Zoning District � � Proposed Use 'i 0 Required Lot Size_, C) Actual Lot Size 15 Setbacks Required Provided Section 24_17 t front _- CORNER LOT �`` INTERIOR LOT - O/ -- -- {�- rear Flood Zone2br),`' side-1 '�� J Required Elevation side-2 Max. Height Allowed___� Proposed Height__ Section 24_82 * Minimum Lot Coverage � Proposed Area Required Heated Area _l__��Pp _,p��`�i-� ___ 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 NO 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: _.0 _�k_.F° Date___ I � �______ Building Permit #__ / _ j DENIED City of Atlantic Beach Fixture Unit Worksheet for Water .Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED .TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF --O--SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) -LL-WATER CLOSET VALVE Q WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) 0 -BATHTUB/SHOWER (2) -(3--URINAL WALL LIP (4) __,__SHOWER GROUP PER HEAD (3) ___FLOOR DRAIN ( 1 ) 1SHOWER SF- ALL DOMESTIC ('2) __Q_-LAUNDRY TRAY (2) __1__LAVATORY ( 1 ) __COMBINATION SINK AND TRAY (3) _1__WASHING MACHINE (3) __!�I_POT, SCULLERY SINK (4) DISHWASHER (2) ___WASH SINK EACH SET OF FAUCETS (2) _ 0--KITCHEN SINK (2) /'} "- DENTAL LAVATORY ( 1) KITCHEN SINK WITH WASTE GRINDER (3) _ 0--DENTAL UNIT OR CUSPIDOR (1) _ _(D_ BIDGET (3) ---URINAL STALL, WASHOUT (4) 0 -FLUSHING RIM SINK (8) ____COMBINATION SINK AND TRAY WIT) ---- FOOD DISPOS. (4) __URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) _____DRINKING FOUNTAIN (1/2) __ _LAVATORY, BARBER/BEAUTY . SHOP (2) -0--LAVATORY, SURGEONS (2) SURGEONS SINK (3) __( __ICE MAKER ( 1/2) . a� TOTAL FIXTURE UNITS ____ _ @ $10. 00 EACH __-S _ JOB INFORMATION__-LT__- � _ __ �- 7--------------C -Ci Address' 0 7- u o (-r 3 No T1-.1 N T( C aC(� }leafed Square Footage S @ $ �%S per sq ft — $ /d 1, f/o�•,S Garage/Shed O @ $ 18.5-6 . per sq ft Carport/Porch @.$ 5 per sq ft — $ `� yl(�• d Deck ? @ $ 1 .90 per sq ft Patio @ $ per. sq ft = $ TOTAL VALUATION; $ 40.0 d Total Valuation 1st Reminder Valuation t . aper thousand or portion thereof ---- Total Building Fee $ 5 ADDITIONAL PMaTS and/or FUES REQUIRED + .k Filing Fee $ 30• 0.- Fireplaces @ 15.00 $ Mechanical BUILDING i PEP.MIT FEE Plunbing $ ,3ga Electric/Neta v ------------------------------------------------- Electric/Tapp ------ - ---------- -------------------------- Electric/Tam Septic Tank BUILDING PERMIT $ Well WATER METER CHARGE $ Swincning Pool SEWER IMPACT FEE $ Sign WATER IMPACT FEE $ a Water Connection L' MISCELLANEOUS $ Sewer Connection ✓ $ Water Meter ✓ $ Elevation Certificate' c./ GRAND TOTAL DUE ----------------------------------------------------------------------------------------------. .. CALCULATIONS and/or NOTES r Address• 40T— O O tT t 2T t C . Heated Square Footage 0 @ $_� Sper sq ft Garage/Shed (n @ $ f �, .Sy. per sq ft - $ / rpo —v• Carport/Porch @.$ 9:05 per sq ft = $ Deck $ 9aper sq ft = $ l -76Y �c Patio @ $ per. sq ft = $ TOTAL VALUATION: $ / 7, L ,� Total divation lst $ /6O OOQ D O Remainder Valuation I .,75P-er tho an or portion thereof --------------------------------------------i Total Building Fee $ d 717, ADDITIONAL PERPIM and/or ITES REQUIRED i + Filing Fee $ Mechanical Fireplaces @ 15.00 $ BUILDING►PERMIT FEE $ 3 Plumbing , Electric/New --------------- Septic Tank BUILDING PERMIT $ Ll , (� IER CHARGE $ O 0- Well WATER MC Sttming Pool SEWER IMPACT FEE $ /O A5, 0 WATER 7.1,,PACr FEE $ 0 C� " Sign Water Connection MISCELLANEOUS $ _ Sewer Connection ✓ $ Water Meter $ Elevation Certificate ' y' GRAND TO'T'AL DUE $ 19 ----------------------------------------------------------------------- . CALCULATIONS and/or N(7TES t DEPARTMENT OF BUILDING Z CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO.. PERMIT TO BUILD f THIS PERMIT MUST BE POSTED ON JOB - { Date June 3, 1988_. REPLACES PERMITS Valuation$ Fee$ S�.,� #9306 9 8793 This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify that DON MCAFLE CGC0071a;9 10922 Scott Mill Road Jacksonville FL 32217 has permission to build Single Family Dwelling II Classification Regi demi al Zone Owned by Hernandez . Lot 78J. Block Unit III House No. 2093 REACH AVEMIP 7'37 1 A rs/113/I3. According to approved plans which are part of this permit : ` NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. 1 PERMIT VOID SIX MONTHS ,t AFTER DATE OF ISSUE 4--10 x----01 O Building material, rubbish and debris Z from this work must not be placed in public space, and must be cleared = up and hauled away by either con- ttr#ctor or owner. ,r ' Bi lding Official. J FOR OFFICE PERMIT DATE fl USE ONLY NUMBER CONTRACTOR I PLUMBING ELECTRICAL SEWER i I` WATER I CITY OF ATLANTIC BEACH No. 5457 FLORIDA xM&MAM)m 9/1/ 19 87 NAME xfCaUvrTidCX Henry Jimm Herandez t ADDRESS 820 Prudential Drive CITY XK Jacksonville 32207 [ W 7 BAID 5trfn J Water Tap Fee XXXXXXXX #43-343-3700 $151,58 SEP 011981 Lot 78 2093 Beacli Avenue When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER RI\ �v� lloLi cicelee 2093 )&xx-d�a2 Beach Ave. Water Service �0 Ph. 268-8264 (hme) JOB COST RECORD 268-1475 (Off) 635-1797 (Mobile) DESCRIPTION QTY. MATERIALS LABOR TOTAL 1 PSlC _ -20ET_ ----3--4a 1 1/2" GALV PIPE 21FT 24 78 1 1/2 TAPPING SADDLE P C 1 18 50 --- _ 1. 1/2" CORP STOP I _-14_SR - --—�_ 1__1L2_CURB STOP 1 _._71 .72 —_—_-- _-- 1 1/2" COUPLING PVC 1 52 ---�— F u-/2-TEm-0y�' 1 5b- ---- -- - �— 1 1/2 X 1" REDUCERS PVT 2 1 14 1" ADAPTERS (MALE) 2 62 — ---- -- METER BOXES _._2___ __-.24. 00 I -- 900 L 1 1/2" BUSHING PVC 2 1 30 1 1/2" 900 L PVC 1 41 X1.4" Cr_r1zR Srmp -- 16 a - -- Sub Total i 7 9.8 10% O. H. Total Material 197.E — TWO MEN HAND DTC; 30 % O.H. 15 07 _ Total Labor Cost $65 31 MATERIALS IARO11 TOTAL TOTAL � 65 31 $�263.�5 MISC JOB EXPENSES AMOUNT 197 vj$I�R JOD EXPENSES 40 00 ONE TRUCK ($10.00/HR) 4 TOTAL COSTFOR 4 HM UM� 303.5 2 = $151.5? TOTAL SELLING PRICE LESS TOTAL COST GROSS PROFIT LESS 0 LIFTHE.AD COST OF SELLING PRICE TOTAL NET PROFIT DOUBLE SERVICE-- For 2093 Beach Ave. and FUTURE use of 2102 Beach-Ave. AUG 2 1987 A CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT Required Submittals: 1. Two complete sets of plans 2. Detailed site plan including setbacks and utilities 3. Recent survey 4. Florida Energy Efficiency Code Sheets 5. Contractor's license on file Inspection Schedule: 1. Footing 2. Rough Plumbing 3. Slab 4. Framing, rough electric, mechanical, top out plumbing, fireplace 5. Final inspection 6. Certificate of Occupancy inspection Requests for inspections will be accepted Fromm 8:00 am until 4:00 pm. All inspections will be made the following working day between 8:00 am and 4:00 pm. In case of rejection, re-inspection must be called for after corrections are made. There will be a $10. 00 charge for all re-inspections, to be paid in cash before the re-inspection is made. Pour no concrete or cover up any work until the building card is signed by the inspector. You will be required to uncover any work that has not been inspected. BUILDING CARD MUST BE POSTED OR NO INSPECTION WILL BE MADE Building Department 716 Ocean Boulevard Atlantic Beach, Florida 32233 249-2395 page 1 j CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT i Owners}/ - lir._}�t►�h�rrc�ez__Address�.00� ¢u�..5.e+.T�IU.�._zip3�z.z3phon��"? ._ . Architect .WNij #A.).Tb?Ty Address _phone j1Lfl%- Contractor�loy_,[� ` e__AddressLoS�� �y1J_`4.,2 1�s..�t.-_ziP112L7__Phone/ Contractor's License numberCGeboZ171------expiration Lot $ ___Block or SectionL Subdivision_ _ 1� C� Zoning --L3-------- -------- Street------------- se ------------- e --------------and----------------- id ----------- Type Construction W-PKF AM f------No. Units_ 1--------No. Fireplaces O ----------- Purpose of Buildingp'�1�JEst. Valuation Ig I do Utility Method - Water _mj.7,Y......... Sever_r�Ty________ Dimensions - Building� 4Xo� Lot 50I_X_(5A!-----Size Footin Sz. Piers Sz. Sills ___Greatest Span Sills Sz. Ceiling Joists---------Distance on Centers---------Greatest Span__ _ Sz. Floor Joists 3X-A-T____Distance on Centers " Ot.-__Greatest SpaniCIR-E__ Sz. Rafters T&fff.3__Distance on Centers.V-------Greatest Spam____ Method of Heating4".j_�&, n_Solid or Filled Ground ScL Roof ttt49_SN1y6d,C' Flood Zone Njp __If located within a FLOOD HAZARD ZONE complete page 3 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 building regulations of Atlantic Beach. The contractor agrees at its expense to provide the necessary access to the properties being developed over dedicated City rights-of-way and to clear, clean, grade, and drain said right-of-way to City specifications. Signature OwnerDate _`!''301,`7. ---- ---------- --- --- ----------- Signature Contractor <L_ ✓ � Date page 2 5 ' FLOODPLAIN DEVELOPMENT INFORMATION Type of Development Flood Zone:_,420 ___________________ Required Lowest Floor Elevation: (I� --------------- If building is located within a flood hazard zone (Zone A), a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. 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 development. Date_ � Applicant's SignatureL _ ---------------------------------------------------- Department Use Required Lowest Floor Elevation ----------------- As _____As Built Lowest Floor Elevation Survey Filed Filed with Building Department ----------------------------------- Building Department Representative page 3 PSR-3844 09921 Tqff -W yl"p.gy +r � W i N4a Adf* oil, L + { LN. E .+ Ty LANTIC BEACH, FIOIRMA 32233 YP Us* ►F RNOc .Pr'o x ' �+'Its i Atno g ,. —771 27,00 r �r# / R ` 477 o, 9 . sw. � aVX + ' .00 dd ' AW Q; _ *' ' ' " ' y . : : as,! F ri NC TQC AC.1. �� � 1�i T1NG S Mt1ST 8 �TE�BE� RE POURING : 9 PE1 `WIOTHS AFTERC IU WILt 1NCa MATEFtI, ,I l}B 3I�ANO EIS f`O THIS O F K MUST NOT E PLACED IN PUBLIC SPACE,AND MUST BE C d U, ANt3 fiAUt; �J A A S EITHEF� Fi CSI QWNER ISSUED ACCORDING TCS APPI S WHICH ARE PART OF THIS FREAMIT AND SUBJECT TO REVOCAT1tJ0a' VliON CF aAI"' L16AB:B PI3t�lttS1 1 ,0� ATLANTIC BEACH BUILD C ©EPARTMENT 000000000 00000 DQQ 97006,14,11 A�tee 3/3D/9501 , Iia Saa1 77 7 3. - A BUILDING. ,AND ZONING' INSPECTION DIVISION � C1TY OF ATLANTIC BEACH 1 •hf ' 3ATLANTIC BEACH, FLORIDA 32233 :y APPLICATION ,FOR MECHANICAL PERMIT' CALL-IN NUMBER IMPORTANT=— Applicant to complete all items in sections I, ii, 111, and IV, Is.. Straet Addrii:a 3` eau' / (�� , r i LOCATION OF.+ Inl�r:ectlny Sfnetst 8etw�rae � \�,� ( Crr1 ` -And BUILDING`" G Sub•dtviston � ' 11. IDENTIFICATION To be completed by all applicants• f'„in consideration:of permit given for.doing the work as described in the above statement we borsby agroo to perform said work in accordance l with th,Ittociyd plans and secifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards good.p(ectics listed therein.' / . 1 Nlmr.'of Mechanical I Contractors p } 'Contractor (Print) 4 Mester Property OwMr if. rSignature of Owner / Signature of or Authorisod!Agent ` i' Architect or Engineer Ill, `'GENERALINFORMATION' A' Type o ¢itin9 iwl: I B• IS OTHER CONSTRUCTION BEING DONE ON c THIS BUILOING OR SITE T Q Gas—0 L? (3 Netvl,�ei ' O Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION J Oil PERMIT i aa' 1 . fir. e ;�• I I Q,Othtr Specify '' } IV, WWMAN!i 411,90MINT TO'1111111,N,ST'A NATURE OF-WORK yN(iroride complete list of componentson beck of this form) SCJ Resldentlal or ❑ Commercial S{pece �O RecessW C- Gastral O Boor O New Building ` ,Air Condrtkninys E3l Room ntrof Existing Building ” C3 Dec System! M4tiriof Thicknesu �Roplacomont of existing system opacity cfm• ❑ Now Installation(No system provlously installed) � . ---? — - Exlenslon oc add-on to existing systom `'Q Refrigeration r C1 other — Specify cooltntower: cepecity 9.pm. p tti►e`sprtnklons Number of hada. ------ r. , ❑ ' Eievslor ` C) Mintlft L7' uc4lNor_.__..,.�.....,(numbet) THIS SPACE FOR OFFICE USE ONLY Q Gasollee gumPLI (number) (R'Ce ) �'p•,Tanks,,.._..:..,_ (number) Remarks r Q 1pG contoine (number) (3 ,Unfired pnssun wsaet Ps mit Approved by Date q ".seises Q Other Specify. Permit Ft- UST•ALL EQUIPMENT QTR.CONDITIONING AND REFRIGERATION EQQIPMEENT 01, ty A PMviaY NtlasberVuita Desorlptloa YodelNttmbar �[au3uia�cttuor (Tons) =oY 4•4+. ��trl iSF 0 CITY OF 716 OCEAN BOULEVARD - - -- -_ --- - ---___ - --- P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 August 18,1988 Don McAfee 10972 Scott Mill Road Jacksonville,F1. 32217 RE: 2093 Beach Ave. Dear Sir: I am in receipt of a request for a Certificate of occupancy approval for Permit number 8793 addressed 2093 Beach Ave. Before the certificate can be issued the following items need to be completed: 1) Drainage onto Beach Ave. is excessive and needs to be controlled. (gutters, downspouts,etc.) 2) A hydraulic share of $188.50 is due to the City of Atlantic Beach to cover the cost of construction of the sewer/water mains. Please contact me at 246-2766 if you have questions concering these items. -You, Don C. Ford Public Service Director DCF/rs cc: Building Dept: City Manager File clrY of N 3 7 4 6 ATLANTIC BEACH ` FLORIDA FEBRUARY 10, 19 $9 NAME H.J. HERNANDEZ ADDRESS 921 GREENWAY LANE CITY VERO BEACH, FLORIDA 32963 (7(J1 HYDRAULIC SHARE #40-229-00 $2,914.00 Lot 78, North Atlantic Beach Unit III 2093 Beach Avenue, Atlantic Beach PA' jp MAR. 8 1989 REQUEST FOR CHECK Dat ' 19� FERGUSON Whe �..D •/ MAKE CHECKS PAYABLE TO Payable To o� CITY OF ATLANTIC Address 3a�Z 3,3 City ett-1 � ��' State Zip Code Oo0 Amount $ 41 9111' Charge To Account No.4'�o -02029 — O Or Charge To For p r REQUESTED BY APPROVED BY : APPROVED BY: FINANCE DIRECTOR CITY MANAG� TOPS FD 1218. o w us.a p OF _.- TLANTI C BEACH No, 5457 FLORIDA xamm2 Xd{1X 9/j/ 19$Z NAME VVK �X Henry Jimm Herandez ADDRESS 820 Prudential Drive CITY XK Jacksonville 32207 P.AIQ, Water Tap Fee XX XXXXXX #43343-3700 $151.58 SEP 011987 Lot 78 2093 Beach Avenue When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Peymenf CITY OF ATLANTIC BEACH, FLORIDA TREASURER Oma, Don Mcafee 2093 Beach Ave. 1,_\ Water Service `0 Ph. 268-8264 (hme) 268-1475 (Off) JOB COST RECORD 635-1797 (Mobile) DESCRIPTION QTY. MATERIALS LABOR TOTAL -1-1 FVC_- -nom- - 3 - - 1 1/2" GALV PIPE 21FT 24 78 _ 1 1/2 TAPPING SADDLE P C 1 18 50 1 1/2" CORP STOP _1 __4 -5a 1 1/2 CURB STOP 1 _-71 -7-2- __-_—_-- --- — -� 1 1/2" COUPLING PVC 1 52 �]kTEE PVC -- --- -- -- - 1 1/2 X 1" REDUCERS PV 2 1 14 1" ADAPTERS (MALE) 2 62 N1EI'ER.BOXES 2-- _-_- .-24. 00 1" 900 L 2 2 40 -_-- — ---� 1 1/2" BUSHING PVC 2 1 30 1 1/2" 900 L PVC 1 41 314" CURB STOP 2 15 9.0179 10% 0. H. x _ Total Material _197-84-- TWO 197-8 _TWO MEN HAND DTc .$12 30 % O.H. 1 07 Total Labor Cost $6 31 MATERIALS I.ABOH TOTAL TOTAL $65131 $/263. 5 MISC JOB EXPENSES AMOUNT $197v$T47R JOU EXPENSES 40 00 ONE TRUCK ($10.00/HR) 4 TOTAL COSTFOR 4 HM 303.15 2 = $151.58 TOTAL SELLING PRICE LESS IOIAL. COST GROSS PROFIT LESS OVL"HEAD COST OF SELLING PRICE TOTAL NET PROFIT DOUBLE SERVICE-- For 2093 Beach Ave. and FUTURE use of 2102 Beach Ave. ` ?981 1 � LC- _ DEPARTMENT OF BUILDING 9306 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO.- � PERMIT TO BUILD REPLACES PERMIT #879 THIS PERMIT MUST BE POSTED ON JOB ,r11 5a.nncK . Date 11/30/87 19 1633 IA 11/30/P 53 10 6 .00CV valuations 119.940.00 Fee .1;-(}0 1633 1 11 / C/1:i � This permit not valid until above fee has been paid to City Treasurer,and is lO0C subject to revocation for violation of applicable provisions of law. { This is to certify that tbn McAfee CGCO07179- A 10922 Scott Mill Road Jacksonville 32217 has permission to build Single FAmily Classification New ResidentialZone RS-2 Owned by H J Hernadez Lot 78 Block tht,it ;SII S/D N.A.B. jHouse No. 2091 Beach Aynue According to approved plans which ate part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SLX MONTHS AFTER DATE OF ISSUE .4 -0. 4---- , O Building material, rubbish and debris Zi from this work must: not be placed in public space, and must be cleared uphauled away by either con. or or over. + Bu' go 1. I FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL i SEWER WATER j Amps i i R ( t ! _ DEPARTMENT OF BUILDING Q i 793 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO_ V J PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date June 18 19 87 Valuation"$ 119,940.00 Fee$ 392.25 This permit not valid until above fee has been paid to City Treasurer,and is 192*eb T subject to revocation for violation of applicable provisions of law. 352 Al f This is to certify that Don R. McAfee CGCO07179 9691 1 A 6/18/37 10922 Scott. MillrBoad Jacksonville 32216{79J • 0rACT 'rim has permission to build Single Family 1 L1Q61 Classification New Residential Zone RS-2 Owned by H.J. Hernandez i 78 Block Unit t. IIIS/D N.A.B. i House No. 2093 Beach Avenue According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS n AFTER DATE OF ISSUE ----� �- r O Building material,rubbish and debris Z from this work must not be placed in public space, and must be cleared up and_hauled away by either con- ttractor or owner. r f(ry f Bu' g Official. I FOR OFFICE PERMITDATE CONTRACTOR ~` USE ONLY NUMBER (l PLUMBING ELECTRICAL 1 1 SEWER WATER CITY OF ATLANTIC BEACH No. 4752 FLORIDA Jae 18 1887 NAME ton Mr-Afeee - ADDRESS 1097" ScOtt Mill Rnad 1360900 TL CITY Jacksonville 32217 1360.00CKT0 r 2 14 7 4 52 .00CACS 98 2 IA 6/18/07 Water Impact Fee #40-343-3700 $325.00 10t1a! Sewer Impact Fee #41-343-5200 $1,035.00 $1,360.00 Lot 78 Unit III N.A.B. 2093 Beach Avenue ,. I I �''� MEREDITH ALLEN HERNANDEZ 576 i gnn6 OCEANFRONT CITY OF ATLANTIC BEACH ATLANTIC BEACH. FLORIDA 32233 3 78 a� OFFICE COPY I Receipt DATE WATER METERS WATER SEWER GARBAGETOTAL OTHER 0//v y7 3/q f/ DUE TREASURER <<Moe k Department of Environmental Protection zu. 11111 rar-�e�rs�-'�1— 21 Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard David B.Struhs Governor Tallahassge, Flori i5 32 2 3000 Secretary AAg , Z Z Kevin Partel, President Coastal Consulting and Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32084 Dear Mr. Partel: NOTICE TO PROCEED WITHHELD PERMIT NUMBER: DU-316 PERMITTEE NAME: Jerrold D. and Rosanna Dixon (Zeal 3 Your request for a permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line,has been approved by the Department of Environmental Protection. However, construction may not commence until after the permittee has received a notice to proceed in accordance with Special Permit Conditions 1 and 2, and the permittee complies with any preconstruction requirements described in Special Permit Conditions 3 and 4. Please read the permit and permit conditions including both the Standard Permit Conditions and any Special Permit Conditions closely before starting construction. Standard Permit Conditions 1(q), and 1(s), pertain to written reports which must be submitted to the Department of Environmental Protection under the signature and seal of a professional engineer, architect, or land surveyor (as appropriate) at specified times. Forms for use in preparation of these reports are enclosed. Make sufficient copies of the periodic report form to provide the required reports. The periodic reports are due in the office of the Office of Beaches and Coastal Systems on a monthly basis on the last working day of each month. No progress reports are required until such time as construction activities have started. The permit will expire August 2, 2005. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than one additional year. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit, there is no assurance that such new permit for the same construction or activities would be approved. Any person whose substantial interests are affected by any decision of the Department on the application has the right to request an administrative hearing in accordance with the provisions of Sections 120.569 and 120.57 of the Florida Statutes. Should you desire an administrative hearing, your request must comply with the provisions of Rule 28-106.201 of the Florida Administrative Code, as indicated below. Send requests for hearings to the Department of Environmental Protection, Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, "More Protection, Less Process" Printed on recycled paper. Kevin Partel, President August 8, 2002 Page 2 Tallahassee, Florida 32399. The Department must receive the request within twenty-one days after your receipt of this notice. When the Department receives an adequate and timely filed request for hearing, the Department will request the assignment of an administrative law judge. once an administrative taw judge is requested, the referring agency will take no further action with respect to the proceeding except as a party litigant, as long as the Division of Administrative Hearings has jurisdiction over the formal proceeding. Rule 28-106.201(2) of the Florida Administrative Code requires that a petition or request for hearing contain the following information: (1) The name and address of each agency affected and each agency's file or identification number, if known; (2) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests will be affected by the agency determination; (3) A statement of when and how the petitioner received notice of the Department's action; (4) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (5) A concise statement of ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the Department's proposed action; (6) A statement of the specific rules or statutes the petitioner contends require reversal or modification of the Department's proposed action; and (7) A statement of the relief sought by the petitioner, stating precisely the action petitioner wishes the Department to take with respect to the Department's proposed action. A person may request an extension of time to petition for an administrative hearing. The person filing the request for extension must do so within the time limits for filing a petition described above and serve all parties with the request. The request must state why an extension is needed. The Department will grant an extension only when good cause is shown. If a petition or request for extension of time is filed, further order of the Department becomes necessary to effectuate this notice. Accordingly, the Department's final action may be different from the position taken by it in this notice. Actions undertaken by you under this permit, pending the lapse of time allowed for the filing of such a request for hearing, may be subject to modification, removal, or restoration. . Failure to petition within the allowed time frame constitutes waiver of any right that such a person has to request a hearing under Section 120.57 of the Florida Statutes and to participate as a party to the proceeding. If a legally sufficient petition for hearing is not timely received this notice constitutes final agency action. When this order becomes final, any party to the order has the right to seek judicial review under Section 120.57 of the Florida Statutes and Rule 9.030(b)(1) and 9.110 Kevin Partel, President August 8, 2002 Page 3 of the Florida Rules of Appellate Procedure by filing a notice of appeal with the Department of Environmental Protection, Office of General Counsel, Department Clerk, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399, and with the appropriate district court of appeal within thirty days after this final order is filed with the Department Clerk. The notice filed with the district court must be accompanied by the filing fee specified in Subsection 35.22(3) of the Florida Statutes. Any subsequent intervention will only be at the approval of the presiding officer upon motion filed under Rule 28-106.205, Florida Administrative Code. A person whose substantial interests are affected by the Department's proposed agency action may choose to pursue mediation as an alternative remedy under Section 120.573 before the deadline for filing a petition. Choosing mediation will not adversely affect the right to a hearing if mediation does not result in a settlement. The procedures for pursuing mediation are set forth below. A person may pursue mediation by reaching a mediation agreement with all parties to the proceeding (which include the applicant, the Department, and any person who has filed a timely and sufficient petition for a hearing) and by showing how the substantial interests of each mediating party are affected by the Department's action or proposed action. The agreement must be filed in (received by) the Office of General Counsel of the Department at.3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, by the same deadline as set forth above for the filing of a petition. The agreement to mediate must include the following: (a) The names, addresses, and telephone numbers of any persons who may attend the mediation; (b) The name, address, and telephone number of the mediator selected by the parties, or a provision for selecting a mediator within a specified time; (c) The agreed allocation of the costs and fees associated with the mediation; (d) The agreement of the parties on the confidentiality of discussions and documents introduced during mediation; (e) The date, time, and place of the first mediation session, or a deadline for holding the first session, if no mediator has yet been chosen; (f) The name of each party's representative who shall have the authority to settle or recommend settlement, and (g) Either an explanation of how the substantial interests of each mediating party will be affected by the action or proposed action addressed in this notice of intent or a statement clearly identifying the petition for hearing that each party has already filed, and incorporating it by reference. (h) The signatures of all parties or their authorized representatives. As provided in Section 120.573 of the Florida Statutes, the timely agreement of all parties to mediate will toll the time limitations imposed by Sections 120.569 and 120.57 for requesting and holding an administrative hearing. Unless otherwise agreed by the parties, the mediation must be concluded within sixty days of the execution of the agreement. If mediation results in settlement of Kevin Partel, President August 8, 2002 Page 4 the administrative dispute, the Department must enter a final order incorporating the agreement of the parties. Persons whose substantial interest will be affected by such a modified final decision of the Department have a right to petition for a hearing only in accordance with the requirements for such set forth above, and must therefore file their petitions within twenty-one days of receipt of this notice. If mediation terminates without settlement of the dispute, the Department shall notify all parties in writing that the administrative hearing processes under Sections 120.569 and 120.57 remain available for disposition of the dispute, and the notice will specify the deadlines that then will apply for challenging the agency action and electing remedies under those two statutes. You are advised that notice of this agency's final action on this permit has been given to other interested parties. They have twenty-one days from receipt of the notice to exercise any rights they may have under Chapter 120, Florida Statutes. Actions undertaken by you under this permit, during this period may be subject to modification, removal or restoration. The authorized work is strictly limited to that described on the enclosed final order. Please direct any questions pertaining to this permit to me by letter at the above address, or by telephone at 850/487-4475. Sincerely, Dana A. Latino, Engineer Bureau of Beaches and Wetland Resources DAL/jg Enclosures cc: Permit Information Center Bobbie Nelson, Field Inspector City of Jacksonville Beach Building Official Jerrold D. and Rosanna Dixon, Property Owner t1AlEcrroN STATE OF FLORIDA NOTE: THIS AUTHORIZATIONDEPARTMENT OF ENVIRONMENTAL PROTECTION IS DIFFERENT FROM THE Division of Water Resource Mnaagement Bureau of Beaches and Wetland Resources ORIGINAL REQUEST. SEE FLOR A 3900 Commonwealth Blvd. -Mail Station 300 SPECIAL PERMIT CONDITIONS. Tallahassee, Florida 32399-3000 (850)487-4475 PERMIT NUMBER: DU-316 PERMITTEE Jerrold D. and Rosanna Dixon c/o Kevin Partel, President Coastal Consulting and Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32084 PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 1.61.053, FLORIDA STATUTES FINAL ORDER FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line which are indicated in the project description, was filed by the applicant/permittee named herein on May 1, 2002, and was determined to be complete pursuant to rule on May 6, 2002. The proposed project is to be located landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Rule 62B-33.007, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Chief of the Bureau of Beaches and Wetland Resources has authority to approve or deny pursuant to Delegation of Authority, DEP Directive 137, effective June 21, 2001. The direct and cumulative impacts to the beach and dune system that will be caused by the seaward location of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the designee approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the Standard Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Subsection 161.053(5), Florida Statutes. EXPIRATION DATE: August 2, 2005 LOCATION: Between approximately 50 feet and 100 feet south of the Department of Environmental Protection's reference monument R-42, in Duval County. Property Address: 2093 Beach Avenue, Atlantic Beach. PERMITTEE: Jerrold D. and Rosanna Dixon PERMIT NUMBER: DU-316 PAGE 2 PROJECT DESCRIPTION: Swimming Pool and Spa 1. Location relative to control line: See Special Permit Condition 2.1. 2. Exterior dimensions: A maximum of approximately 25 feet in the shore-parallel direction. See Special Permit Condition 2.2. 3. Type of construction: 6-inch reinforced concrete shell, soil supported, with 6-foot deep concrete pilings. See Special Permit Condition 2.3. 4. Deck elevation of swimming pool: +20.5 feet (NGVD). 5. Bottom elevation of swimming pool shell: +13.5 feet(NGVD). 6. Maximum depth of swimming pool: 5 feet. 7. Height of pool deck above existing grade: 2.5 feet. Excavation/Fill 1. Total volume of excavation: Approximately 82 cubic yards. Volume of net excavation: None; excavated material to be placed as fill on the project site. 2. Location of excavation: See Special Permit Condition 2.4. 3. Maximum depth of excavation: Approximately 2.5 feet below existing grade. 4. Volume of fill from excavation to be placed: Approximately 82 cubic yards.. 5. Location of imported fill from excavation to be placed: From 0 feet to 118.5 feet seaward of the control line. Other Activity Removal of wooden deck. PERMITTEE: Jerrold D. and Rosanna Dixon PERMIT NUMBER: DU-316 PAGE 3 SPECIAL PERMIT CONDITIONS: 1. No work shall be conducted under this permit until the permittee has received a written notice to proceed from the Department. 2. Prior to issuance of the notice to proceed, the permittee shall submit two copies of detailed final construction plans and specifications for all authorized structures or excavation, including all appurtenant structures and utilities. These documents shall be signed and sealed by the design engineer or architect (as appropriate), who must be registered in the State of Florida, and shall bear the certifications specified in Rule 62B-33.007, Florida Administrative Code. These plans and specifications shall be subject to approval from the staff and shall include or reflect the following: 2.1. The pool/spa relocated landward so that the seawardmost point of the spa shall extend no more than 56 feet seaward of the control line. 2.2. The revised maximum shore-normal dimensions to include the spa. 2.3. The pool supported on an adequate pile foundation, and certified by the design engineer not to increase the risk of damage to adjacent dwellings during coastal storm events. 2.4. Revised volume and location of excavation consistent with Special Permit Condition 2.1 above. 3. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Bureau of Beaches and Wetland Resources to establish an understanding among the parties as to the items specified in the special and standard conditions of the permit. The proposed locations of the structures shall be staked out for the conference. Please call Ms. Bobbie Nelson at (877)332-4307 for an appointment. 4. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected at the discretion of the field engineer along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative so as to provide maximum protection to the existing vegetation located on the site. PERMITTEE: Jerrold D. and Rosanna Dixon PERMIT NUMBER: DU-316 PAGE 4 5. All rubble and debris resulting from this construction shall be removed to a location landward of the coastal construction control line. 6. All permanent exterior lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior structural or landscaping lighting is authorized. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. Approved plans are incorporated into this permit by reference. Done and ordered this-` day of !�—tA— �Z 2002, in Tallahassee, Florida. Attachment: Standard Permit Conditions FILING AND ACKNOWLEDGEMENT State of Florida FILED, on this date, pursuant to S120.52 Department of Environmental Protection Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. E. Olu. Sawyerr, P. E. J 4ate Bureau of Beaches and We Mid-Resou Deputy Clerk r�.S ell siw•�sm,� No SA m 5EE NOTE 84"- kl I ✓ S .< IERP 0 P,/& Y) A 1(_riq o Ep # S tlE.er, 11V 6 v r,t 5" 7 o-' ,C3A 2 � ��qcl #S �5T /3,4 R-_ _ # C s 1lobK /tlo-rc tt --- _TrvISr AR., r o,,-k!N c? 8c r. JU<S t S • Nei t L -ro / c oMr. HrEr-ICER- w/ i R6&v io 0 1 G f ig W 3 T/ES c�v EAP roP /3Af S 7_G iS Pe�,�/f G L F_ L ; Co vT. z X/O /3 o T Bq R S CJ P/L E C —T iYArc.�o �v eo«✓r- ouTsmE IvEsI�E,�2. //1 ���c co,��v�� s � rn/r_ Q �o I ° /f K /3a 7- �.7`o d u TS V,�7«' T tJ,q L_ G r JAS `//� /?r"T'c, z,it- t/ f W' 5Ec PE 7-.41 SC&EA71-14-E ,oeolK Z71VFC> Ae& 7- S/�PSa�fl�O,S<l 5!414 �- /r I K/O /Sr�/l.r�y f'G2 a MAX CouP4ER ( 'J f .1 �T Lv G}� .47'7A c N' 5,e- it ?Lywp 5"14,E4-rtw_i LF REQ b PF2 N��L.E o Pit Al IC 4+6e Jc.REh/S (?A( "CrrA� S/GG 2 i400VO 4/C-40E,Z, �-- — — — �O�E �.4i�/•vc� /� S,C�/Eixi�E 1304-7-S PER / 4^/D SGyF�ut E OV_ P,4,e,4 U_,G. 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SyE.4rAeM/9 , tv1 /o Al /o o N�tic,S (P e. o 7o/ST" B/.aC.,x11/t, S47,uAzz- cur oN /_=NOS. NA/c W/ /o o Nq/G S co SL 9 " S / X 2 /`a/v,9 c lep ES srr�v Lo cra.rio.uS �G"o .C . -.StA iL PL YwD SNE,a r-fs�Nl� ro C...e�PPcES , oX Pay wn • NA/c E1:) PE.e _Ire 7".7,r 7-olsT PE/�Eiyl�/c uL•�l / i � I 1 �1 1 w,9SAC R b ' k 4 y w / RoD 3 L oNC> h(ex BAR CouPLEe Aa//-T- vP wo GaG ClfO/CO PPR S CoVrTinrua u S of AA1Z-l"/e7 P,ER F 0 014 A yr it WASHER — TiSsHTEN/�oWN .AFTER CoMPLETEz-r PYSTA44ic-0 4"0 r1epg7-,F,,-1ED , 2 Kb 8,44 I Iry/s r. 5�E -V oleo ,�'u/Sr�I�9 ivSr Eft 9 �Clq- 6.oq c KE.t' ,SSL o c F_A Jo IS T; SO NA/LS Fi t 4E R EA S 8 0 VA/4--5 770 EA _To[ST ;t7 ,fit fK rp 0 LEEFERGUSON 2727 ATLANTIC BOULEVARD JACKSONVILLE.FLORIDA 32207 May 25, 1988 Henry-Jim Hernandez, M.D. 830 Prudential Drive, Suite 206 Jacksonville, Florida 32207 fi RE: Sewer Ho�4_up Dear Jim: As you requesthd, I am sending you a copy of all checks for the sewer project as well as a Release of Lien from W.D.T. , Inc. The agreement to be included in my sewer line project was with me and not the City of Atlantic Beach. While it is true that there are four lots, one lot will not be developed anytime in the near future . When we last talked, I �toldjyou your share would be 1/3 of the total. If you had not agreed to pay your 1/3 share, I would not have allowed the city to install the lateral from the main line to your property. Therefore, you would have been stuck with your own engineering fees, paving and construction costs and that definitely would -have exceeded the 1/3 total. If you have any questions, please give me a call at 398- 3907 or 249-0181 . Best 77r � - 17 " Lee F`erguso LF/kkl Enclosures cc: Richard Fellows, City Manager City of Atlantic Beach Trx#tf tratr of Orrupattry CITY OF 0 -U9 aLQlk• Epparbarnt of +�nilding Jnaprrtion 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. Use Classification_ Bldg.Permit No. Group_—Type Construction_ Fire District ' t Owner of Building_ Address._ ____ ----- ----- Building Address _.... -.s.- ---{------T-- -*-5-- Z By: — - Building Official Date: _ - - - IOYT IN A ComertCUOU6 PLACE a BUILDING, PLANNING AND ZONING INSPECTION DEPARTMENT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPANCY WORK SHEET Date Requested : zi- Building Contractor: Building Permit Number: Address: a Q Legal Description : Improvements to the above described property have been completed in accordance with the term of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: ---------- ---------- ---------- required as built n/a Sales Tax Certificate: �e_ ----datmitted BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED: DATE APPROVED: BY: Fire Chief 'L, --------------- --------------- -- ----- Public Works --------------- ---- Planning Director Building Inspector _______________ O V ^ HERNANDEZ RESlUEN[� FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Sectio`' 9 Compliance Program--Residential Point System Method Version 1 . 01 January, 1987 Department of Community Affairs Printout Submitted in lieu of Form 900A-86 _..............____....._______________________________________________ PROJECl NAME: ��_ 1 PERMITTING OFFICE: ________ _____ | AND ADDRESS: | CLIMATE IONE: | BUILDER: \ PERMIT NO. : | OWNER: _�� |M_(y _______ | JURISDICT1ON NO. � ----------------------------------------------------- BUILDING UFFICIAL COMPQNEN \ VALUE CHECKLIST WIWDOWS Double Clear Area: 476. 0 WALLS Ext Fr ame-FaceBrick Area: 2575. 0 R-Value: 19. 0 CEILINGS Under Attic Area: 1610. 0 R-Value: 30. 0 FLOORS Slab-on-Et ade Perim: 180. 0 R-Value: 0. 0 Conditioned Floor Area: 3211 . 0 Eli C [S Uocond. Space Length: ALL R-Value: 5. 0 ........______ COOLING SYSTEM Central A.C. SEER: 9. 00 HEA TlNG SYSTEM Heat Pump COP: 2. 90 HOT WAlFR Bedrooms: Electric EF : 0' 90 }NF (L !RAT %ON Prartice: AS BUlLT POINTS / BASE POINTS * 100 = EPI 51830. 0 59422. 5 87. 2 GLASS TO FLOOR AREA RATIO = 0. 1482 ** PRESCRIPAIVE MEASURES (Must be met or exceeded by all residences) ** =============================================================================== COMPONEN|S SECTlON REQUIREMENTS =============================================================================== WlNUUWS 904. 1 Maximum of 0. 5 CFM per linear foot of operable sash crack. _..........___.........._________________________________________________ EXTER1OH & 904. 1 Maximum of 0.5 CFM per sq. ft. of door area. ADJACEN[ DOORS Includes sliding glass doors, solid core, wood panel , insulated , or glass doors only. _..........__________________________________________________________ EX| . JOINTS & 904. 1 To be caulked , gasketed , weatherstripped or, CRACKS otherwise sealed. _____________________________________________________________________ WATER HEATERS 904. 2 Must bear label indicating compliance w/ASHRAE standard 90 or comply with efficiency and standby loss requirements. Switch or clearly marked circuit breaker (electric) , or cut-off (gas) must be provided. An external or built in heat trap must be provided. ...... .....__ ............___________________________________________________ SWIMMING POOLS 904. J Spas and heated pools must have covers (except & SPAS solar heated) . Non-commercial pools must have a pump timer . Gas spa & pool heaters must have minimum thermal efficiency of 75% _________________________________________________________ HO| WATER 904. 4 Insulation is required only for recirculating PIPES systems. In such cases, piping heat loss shall be limited to 17. 5 BTU/H/Linear Ft . of pipe. ----------'—'-------------........................------------------------------------------------ SHUWER HEADS 904. 5 Water flow must be restricted to no more than 3 gallons per minute at 20 to 80 PSIG. ...._........ ________________________________________________________________ HVAC DUC| 903. 2 Constructed in accordance with industry CONSTRUCTION 904. 6 standards & local mechanical codes. Ducts in Unconditioned space must be insulated to minimum R-4. 2 & joints must be sealed. __________ _____________________________________________________________________ HVAC CONTROLS 904. 7 Separate readily accessible manual or automatic thermostat for each system. _.....________........ ..... ..............._...._____.................______________________________________________ CEIL1NG lNSUL. 904, 9 Minimum R-19, ** INFI( [RATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** =============================================================================== COMPONEN ( S REQUIREMENTS, =============================================================================== PRACTICE #1 Comply with Infiltration Prescriptives in above table. _...............__....________ ..._..........__________________________________________________________ PRACTICE #2 Comply with Practice 01 and the following. ____..... ...____________........ ______..........__________________________________________........... _____..... uw/ , I UV J I/=L01Iwo. Mu1 = plate, +1uor /ozot caulked or sealed. [xLe/ jor Wal ] s & {�eilings Penetrations, joints and cracks cx` interior surface caulked , sealed , and gasketed DucINork Ductwork in unconditioned space must be sealed. Firep] aces Equipped with outside combustion air , doors, and flue dampers. Exhaust Fans Equipped with dampers. Combustion devices see 903. 2 M . Combustion Appliances Provided with outside combustion air. ___________________________________________________________ In Accordance with Sec . 553. 907 F. S. , ( Review of the plans and specifications I Hereby certify that the plans and 1 covered by this calculation indicates specifications covered by this calcu- | compliance with the Florida Energy lation are in compliance with the | Code. Before construction is completed Florida Energy Code. ( this building will be inspected for � | compliance in accordance with Section \ 553. 908 F. S. | OWNER/AGE | BUILDING OFFlCIAL: ____________________ = | DATE: � | DAlE: _________________________________ ******************************************************************************* SUMMER CALCULATIONS ******************************************************************************* === BASE === | === AS-BUILT === =============================================================================== GLASS------------ | ORIEN AREA x BSPM = POINTS 1 TYPE SC ORIEN AREA x SPM x SOF = POINTS _........ __.....______....._____--------------------------------------------------- 3W. 3 ______________________________________________38. 3 2757. 6 1 DBL CLR N 48. 0 38. 3 0. 84 1550. 4 | DBL CLR N 24~ 0 38. 3 0. 73 673. 1 E 212. 0 79. 7 16896. 4 1 DBL CLR E 180. 0 79. 7 0. 82 11763. 7 | DBL CLR E 12. 0 79. 7 0. 65 617. 2 | DBL CLR E 20. 0 79. 7 0. 77 1234. 6 S 126. 0 W. 2 8341 . 2 } DBL CLR S 108. 0 66. 2 0. 71 5076' 2 1 DBL CLR S 18. 0 66. 2 0. 52 618. 7 W 66. 0 79. 7 5260. 2 1 DBL CLR W 30. 0 79. 7 0. 65 1543. 1 | DBL CLR W 36. 0 79. 7 0.82 2352. 7 | | � | | � � _______________________________________________________________________________ . 15 x COND. FLOOR / TOTAL GLASS = ADJ . x GLASS = ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS | POINTS _______________________________________________________________________________ . 15 3211 . 0 476. 0 1 . 012 33255. 4 33650. 1 25429. 9 =============================================================================== � AREA x BSPM = POINTS | TYPE SPM = POINTS ------------------------------------------------------------------------------- WALLS----------- | Exi 2575. 0 0. 90 2317. 5 | Ext Frame-FaceBrick 19. 0 2575. 0 0. 20 515.0 | DOORS----------- � Ex\ 63. 0 7. 70 485. 1 1 Ext Wood 63. 0 7. 70 485' 1 \ CEILINGS---------- | Uo 3211 . 0 0. 60 1926. 6 | Under Attic 30. 0 1610. 0 0. 60 966.0 | FLOORS---------- | sib 18(`. 0 -37. 00 -6660. 0 | Slab-on-Grade 0. 0 180. 0 -41 . 20 -7416. 0 \ INFlLlRA| ION--------- � 3211 . 0 8. 00 25688. 0 1 Practice #2 3211 . 0 8. 00 256BB. 0 =============================================================================== TO[AL SUMMER POINTS | 57407. 3 1 45668. 0 =============================================================================== | TOTAL x SYSTEM = COOLING 1 TOTAL x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS ( COMPON MULT MULT ML8J POINTS _______________________________________________________________________________ 574o7. 3 O. 46 2b407, 4 1 45668. 0 1 . 12 0. 38 1 . 00 19436.3 ******************************************************************************* WINTER CALCULATIONS ******************************************************************************* === BASE === | === AS-BUILT === =============================================================================== GLASS------------ | QRIEN AREA x BWFM = POINTS | TYPE SC ORIEN AREA x WPM x WOF = POINTS _______________________________________________________________________________ N 72. n 7. 3 525. 6 1 DBL CLR N 48. 0 7. 3 1 . 23 431 . 0 1 DBL CLR N 24. 0 7.3 1 . 40 246. 1 E 212. 0 -9. 2 -1950. 4 1 DBL CLR E 180. 0 -9. 2 0. 51 -850. 1 | DBL CLR E 12. 0 -9. 2 0. 00 -0. 3 1 DBL CLR E 20. 0 -9. 2 0. 39 -72.6 S 126. 0 -28. 4 -3578. 4 | DBL CLR S 108. 0 -28. 4 0. 81 -2484. 4 1 DBL CLR S 18. 0 -28. 4 0. 45 -231 .6 W 66. 0 -9. 2 -607. 2 1 DBL CLR W 30. 0 -9. 2 0.00 -0. 6 1 DBL CLR W 36. 0 -9. 2 0.51 -170. 0 � � | | | | | __________________________________________________________ . 15 x COND. FLOOR / TOlAL GLASS = ADJ. x GLASS = ADJ GLASS | GLASS AREA AREA FACTOR POINTS POINTS 1 PEI INFS" __.............___________________________________________________________________ . 15 3211 . 0 476. 0 1 . 012 -5610. 4 -5677. 0 1 -3132. 5 =============================================================================== | AREA x BWPM = POIN|G 1 TYPE R-VALUE AREA x WPM = POINTS _______________________________________________________________________________ WALLS----------- | Ext 2575. 0 2. 20 5665. 0 1 Ext Frame-FaceBrick 19. 0 2575. 0 2. 20 5665.0 | DOORS----------- | Ext 63.0 15. 40 970. 2 1 Ext Wood 63. 0 15. 40 970. 2 � CEILINGS---------- | UA 3211 . 0 1 . 20 3853. 2 | Under Attic 30. 0 1610.0 1 . 20 1932.0 | FLOURS---------- | Slb 180' 0 B. 90 1602. 0 | Slab-on-Grade 0. 0 180, 0 18. 80 3384.O \ INFILTRATIOM--------- � 3211 . 0 7- 40 23761 . 4 1 Practice #2 3211 . 0 7. 40 23761 . 4 =============================================================================== TOTAL WINlER POINTS | 30174. 8 32580. 1 =============================================================================== | TOTAL x SYSTEM = HEATING | TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS | COMPON RATIO MULT MULT MULT POINTS _______________________________________________________________________________ 30174. 8 0. 59 17803. 1 1 32580. 1 1 . 000 1 . 12 0. 48 1 . 00 17515.0 �������------------ .....�.................. ...................... ���........................ .......���...�.....­ ­ � WATER HEATING ******************************************************************************* === BASE === | === AS-BUILT === =============================================================================== NUM OF x MLU [ = TOTAL 1 DESCRIPTION EF CAP x MULT x CREDIT = TOTAL BEDRMS I RATIO MULT ___........ ...__________.........___________________________________________________................___ 4 3803. 0 15212. 0 1 Electric 0. 90 1 . 000 3719. 7 1 . 00 14878. 7 *************w***************************************************************** SUMMARY w****************************************************************************** === BASE === | === AS-BUILT === =============================================================================== COOLING HEATING HOT WATER TOTAL \ COOLING HEATING HOT WATER TOTAL POlN[S + POINTS + POINTS = POINTS ( POINTS + POINTS + POINTS = . POINTS _______________________________________________________________________________ 26407. 4 17803. 1 15212. 0 59422. 5 1 19436. 3 17515. 0 14878. 7 51830.0 =============================================================================== ***************** * EPI = 87.2 * ***************** j DEPARTMENT OF BUILDING Q CITY OF ATLANTIC BEACH.FLORIDA PERMIT NO. " "t° 4 T PERMIT TO BUILD .nrcltt' THIS PERMIT MUST BE POSTED ON JOB 79 I Date June 18 19 87 2106 1 ? 1 1141 1�f1�2 4� Valuation$ Fee$ S Q-Qfl This permit not valid until above fee has been paid to City Treasurer,and is- subject ssubject to revocation for violation of applicable provisions of law. This is to certify that Air Enizineers RA04151$8 I has permission to AM install heat/air Classification New Residential Zone RS-2 Owned by H.J. Hernandez Lot 78 Block Unit iii S/D &A.B. House No. 2493 Beach Avenue I( According to approved plans which are part of this permit i NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE f 4----► 4--0 O Building material, rubbish and debris z from this work must not be placed in public space, and must be cleared up and hdtuled away by either con. I .4r t. owner. Buildiq Offi'al. FOR OFFICE PERMIT DATE CONTRACTOR 77 USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER 0 �p BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT - Applicant to complete all items in sections I, II, lll, and IV. l� Street Address: Q/ LOCATION OF Intersecting Streets: Between And oa/ _16 J I BUILDING - Sub-division IL 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 attecltgd plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good-.practice listed therein: Name of MechanicalContractors 9W /53 t Contractor (print) l e Master Name of Property Owner Signafun of Owner Signature of or Aatberized Agent Architect or Engineer Ill. GEMERAL INFORMATION A. Type of heating fuel: B. IS OTHER CONSTRUCTION BEING DONE ON c THIS BUILDING OR SITE7 Q bas-0 LP Q Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUTu1Nj Q Od PERMIT 0 Other,— Specify 4 r IV. #AECMANI AL SOUiPMENT TO RE INSTALLED 7sesidential E OF WORK (Provide complete list of components on back of this forum) El or Commercial /fat Q Span' E3Recessed entrol O Floor P-,New Building >" fir Condd'wning: ❑ Roo entrol El Exist Ing`Building 0" N SysNm: Materia Tbiek rr ❑/Replacement of existing system Maximum capacity c.f.m. New installation(No system previously insts ied) Q Refrigorotion ❑ Extension or add-on to existing system Q'Cooling tower: Capacityq.p.m. ❑ Other— Specify Q, Fire sprinkler: Number of hoods Q Elevator ❑ Monlift ❑ Escelator._._._(number) ( THIS THIS SPACE POR OPFtt;fE USE ONLY C') Gasoline pump — number) (RiIesloo ' p Tam .(number) Remarks 13 LPG contains, (number) Q Unfired pressure vessel Sollars Permit Approved by Do.. Q Other Specify Permit F.. Uff ALL EQUIPMENT r AM CONDITIONING AND REFRIGERATION EQUIPMENT NUMber Units Deaeription Model Number Maaafaet u rslirjy Am r CITY OF o'k,r(P-50� AY. aft Se4d-7 Office of Building Official REQUEST FOR INSPECTION (� 7 Date �`' Permit No. ( �� Time A.M. Received P.M. District No. Job Address c lity Owner's Name Contractor BUILDING CONCRETE ELECTRICAL UMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ / Heating Lintel ❑ Final ❑ Sewer y/ Fire Place ❑ READY FOR INSPECTION Pre Fab A.M. Mon. v' I Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. Inspector Final Inspection❑ Certificate of Occupancy C/ v Date i 471 -CITY OF ATLANTIC BEACH, FLORIDA Approwd by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRI CAL INSPECTOR: DATE: I'ecem.ber 15 19 8 / IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. United ELECTRICAL FIRM: M4014 ELECTRICIANSWIATURE NAME Don McAfee ADDRESS: 2093 Beach Ave RFD BOX BLDG.SIZE BETWEEN: RES.( 3 APT.( 1 comm.( ) PUBLIC( i INDUS.( 1 NEW 1X) OLD ( 1 REW.l 1 ADDITION ( ) TRAILER ( 1 TEMP.I ► SIGNS ( ) SQ. FT. SERVICE: NEW( ) INCREASE( 1 REPAIR ( 1 FEE CONDUCTOR SIZE 410 AMPS 200 COPPER I ALUM.(x) 200 1 3 230 Cable 35.00 SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS, 81.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING _CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEILHEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P.= VOLTAGE PHS MISCELLANEOUS TRANSFORMERS! UNDER 600 V. OVER 600 V. c CITY OF ATLANTIC BEACH, FLORIDA J-47s AaProwa by APPLICATION FOR ELECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: September 2 19 87 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 �AgPART HEREOF,AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLAN dl �37��ORDINANCES. United Electric Campany ELECTRICAL FIRM: M ER ELECTRICIAPfftNATUh Ion McAfee 2093 Beach Ave NAME ADDRESS: RFD BOX BLDG.SIZE BETWEEN: RES.( it APT.( I COMM.1 1 PUBLIC 1 1 INDUS.( 1 NEW( 1 OLD ( 1 REW.( 1 ADDITION 1 ) TRAILER( 1 TEMP.(X) SIGNS ( ) SO. FT. SERVICE: NEW( 1 INCREASE ( 1 REPAIR ( ► FEE CONDUCTOR SIZE 3#6 AMPS 60 COPPER I ALUM.k ) SWITCH OR BREAKER 60 AMPS 1 PH 3 W 230 VOLT Cable RACEWAY EXIST.SERV.SIZE -- -AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN. TOTAL RECEPTACLES CONCEALED OPEN TOTAL O.SO AMPS. 1 81.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 - OVER MOTORS H.P. VOLTAGE PHS NO. IH.P. VOLTAGE PHS MISCELLANEOUS TRANSFORMERS- UNDER 600 V. OVER 600 V. i � DEPARTMENT OF BUILDING 8795 CITY OF ATLANTIC BEACH.FLORIDA PERMIT NO. PERMIT TO BUILD I THIS PERMIT MUST BE POSTED ON JOB f Date June 18 19 87 07,00 T1, Valuation$ Fee$ 87.00 �i noCKT I 9 37 f ,A I I/Mfl This permit not valid until above fee has been paid to City Treasurer,and is 9 7 �" •0 f! "A v subject to revocation for violation of applicable provisions of law. t9�y 0 7 I A I fl/P WK II This is to certify that SCOTT PLUMBING Ili on ' has permission to h install plumbing Classification New Residential Zone RS-2 f Owned by H.J. Hernandez Lot_ 78 Block Unit III S/D N.A.B. House No. 2093 Beach Avenue According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE O Building material, rubbish and debris zi from this work must not be placed in public space, and must be cleared up and hauled away by either con- MOW, or .owngr - Bn i g Official. ' FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER sdw 4�^ CITY OF ATLANTIC BEACH APPLICATION FOP. PLU?�IBING P � ZMIT JOB LOCATION "3 /�Ak Wt1,6_ 4i'W/46� S, 3 PLUMBING CONTRACTOR LICENSE UERS OWNER a 00 BUILDING CONTRACTOR TYPE OF BUILDING SINKS �- SHOWERS �L.AVATORY WATER HEATERS 3 BATH TUBS / DISHWASHERS _ URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS OTHER -TOTAL TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE . UTILI'T'Y SERVICE AGREEMENT (Water and Sewer) THIS AGREEMENT entered into this _ 17th day of June , 198 7 , between the City of Atlantic Beach a Municipal corporation, hereinafter called "City", and Don McAfee , a corporation, its successors and assigns, hereinafter called 'Developer", W I T N E S S E T 11 WHEREAS, Developer owns land in Duval , County, Florida, more particularly described as Lot 78 Unit III N.A.B. refer to acreage, plat engineering 2093 Beach Avenue drawings, or legal description as Exhibit A and MILREAS, Developer plans to develop said land by constructing ' 1 buildings,' 1 residences and/or other improvements thereon consisting of Single Family and WHEREAS, City is the owner of water and sewage treatment plants and water distribution and sewage collection systems in the vicinity of the property described above; and WHEREAS, Developer desires that City provide water and sewage collection service to said property and City desires to furnish same; and to them and to their occupants water and sewer service subject to all terms and conditions of this Agreement; and WIIEREAS, in order to provide water and sewer services to Developer it has been or will be necessary for City -to enlarge and expand its offsite water and sewer plants and facilities and: it is the desire and intent of Developer to contribute financially to the costs of building such additional offsite water and sewer plants and facilities and to reserve capacity in City's water and sewage treatment plants so that City can provide service tc .the Development without imposing a burden on its existing customers; NOW, THEREFORE, in consideration of the premises and other good and . valuable considerations and in consideration of the mutual covenants and conditions hereinafter contained, subject to any necessary approval by other governmental agencies having jurisdiction, it is .agreed by the parties hereto as follows: 1. Developer agrees that City shall have the exclusive right to furnish water and sewer service to the real property described above and hereby grants to City . this exclusive right..to provide water and sewer service for all uses within all structures now or hereafter constructed on the real property described above. 2. City agrees that after Developer has connected to the systems of City, City will provide at its own cost and expense, water and sewer service to Developer's property in a manner conforming to the reasonable requirements of public or governmental agencies or parties having jurisdiction over City's water and sewer operations; provided, however, that such service shall be in accordance with other provisions of this Agreement, including City's rules and regulations and rate schedules. 3. In the evert that Developer or assigns fails to complete construction of all improvements required to be built by Developer and Agreement under this provision, City reserves the right to negotiate With Developer a new agreement for any additional sums to be paid by Developer to City as plant capacity and service availability charges, fees or other charges based upon increases in the: cost of living and/or such other factors as relate to the cost of supplying water and sewer service. 4. All taxes or charges imposed upon the property described above by any goveriwiental entity. or agency shall be paid by Developer except such part thereof that has been deeded to the City in accordance with the terns of this agreement. 5. The rates charged by City for water and sewer service shall be in accordance with its rate schedule which shall be subject to change , from time to time. City shall have the right to determine reasonable meter size and location. G. Developer will grant to the City, at Developer's expense, adequate easements for water and sewer lines, for access to lift stations and water stations and related appurtenances. Said easements shall be transferable. Developer will also furnish title evidence satisfactory to the City that said easements are superior to mortgages or other interest in the land, and Developer shall cause any such mortgages to be released or subordinated to said easements. Easements will also be furnished to provide for onsite water distribution lines, including meters and sewage collection lines. Sites for lift stations and water stations and related appurtenances shall be conveyed by warranty deed in fee simple by Developer • to City. Developer will furnish City a warranty deed, title evidence satisfactory to City and any releases from lien holders for any sewage pumping station and water 1 to said state road right-of-way. Developer shall further grant to the City, its successors and assigns, the exclusive, perpetual right, privilege and easement to construct, reconstruct, operate, maintain, repair, replace, improve, alter, remove, relocate and inspect water transmissions and distribution mains, sewer collection mains, sewer lift stations, pipe lines, lateral lines, valves, connections and appurtenant equipment over, across and under the Developer's property, including the right to ingress and.egress to each of the building sites on Developer's property which are served by City. All such easements shall have a .width which is acceptable to the City. 7. City does not guarantee an uninterrupted supply of water, or water at any particular pressure, and reserves the right to shut off the water in its main at any time for the purpose of making repairs or extensions of for providing temporary or emergency water supply. City will not be responsible for any damage caused by low pressure or interruption of service. Neither Developer nor any of its successors or purchasers shall discharge into the sanitary sewer system water from "non-domestic" drains including without limitation swimming pools, air . conditioning condensation lines, cooling lines or other discharge from any type of equipment. City shall not be obligated to furnish any water or sewer service to any building which is built on Developer's property to which the City does not have access. The Developer hereby agrees and warrants that the City will not be held responsible for flooding problems which may result from the failure of sewer line back flow preventor valves on Developer's property. The Developer hereby agrees to hold harmless and indemnify City for all costs and damages resulting from flooding due to .back flow preventor valve failure. 8. The construction and design of all facilities to bo Developer or its contractor. Developer will pay the cost of all such construction. The Developer's engineer shall incorporate into the Developer's engineering design, plans and specifications the applicable standards and specifications of the City. 9. A. If the Developer modifies his development plans for Developer's property which would require greater water usage, greater fire flows, additional water facilities, greater sewage flows, or additional sewage facilities than the water and sewer demands previously approved by the City, then the Developer must obtain approval by the City for the construction of such additional water or sewer facilities which shall meet all City and governmental design requirements. The Developer shall pay all additional contributions and fees as may be authorized by the City's, service availability policy which is in effect on the date said new agreement is executed. B. In addition to paragraph 9A above, any other change order between Developer and its utility contractor issued after City approval of original plans must be approved by the City before the change order is put into effect. C. City shall have the right to review the systems design drawing and specifications to ensure that they meet the requirements of the City. The systems design drawing and specifications are to be in accordance with the City of Atlantic Beach requirements unless otherwise .specified by City or its engineer. D. The City also reserves the right to approve the utility contractors to which construction bids are sent by Developer as well as the contractor to which the award is made. E. A representative of City or its engineers will be the .inspector of the project along with the Developer's engineer. but City absolute and exclusive owner of the facilities of said water and sewer systems whether located on, u►►der, above or outside of the property described and regardless of who may have installed or constructed same to the extent described below: A. All water mains, pipes, valves and fittings and appurtenances up to rind including ►til mete.r's slutll be dedicated to and will be owned, operated and maintained by City.. All water pipes on the customer's side of the meter, shall be owned, operated and maintained by the customer or its assigns. B. All sewer mains, manholes, pumping stations, force mains and appurtenances, including service pipes in public right of ways and dedicated easements, shall be owned, operated and maintained by the City. Except as provided in paragraph 9C, all sewer lines on the customer's side of the property line shall be owned, operated and maintained by the customer or its assigns. C. With reference to any blanket easements for multi-family projects such as apartments, mobile home developments, condominiums and PUD's or for commercial developments, all water mains to and including the water meter, all sewer mains, force mains and manholes in such blanket easements over private property allowing utility operations shall be dedicated to and shall be owned, operated and maintained by the City except that the full length of sewer services from the sewer main or manhole shall be owned and maintained by the customer. All such City lines shall terminate with a manhole. U. By these presents, Developer hereby transfers to the City, the title to the water distribution and sewer collection systems to be installed pursuant to this Agreement, such . conveyance to take effect without further action upon the completion and acceptance by City 11. Developer shall pay the City upon, execution of this Agreement the sum of •10¢ per water connection per equivalent residential connection (ERC) as an advanced deposit to cover engineering, plan review, inspection, test, legal and administrative expenses of City in connection with this Agreement. Developer shall also pay to City upon execution of this Agreement the sum of 10 per sewer connection per ERC as an advanced deposit to cover engineering, plan review, inspection, tests, legal and administrative expenses of City in connection with this Agreement. The charges for engineering and legal expenses and for engineer's inspection and plan review. fee for non-residential units shall be based upon estimated cost to City: Actual cost will be determined and a refund or additional charge will be made for the difference between the advanced deposit as calculated above and actual costs. City agrees to provide water and sewer service . to the Developer's property in consideration for plant capacity charges, fees and other charges to be paid by Developer as follows: A. A water plant capacity charge at the rate of $10.00 per fixture unit. Such charges shall be due and payable as provided in paragraph 12. B. A sewer plant capacity charge at. the rate of onethousand thirty, .five dollars ($ 1,035.00 per single family unit. Such charges shall be due and payable as provided in paragraph 12. C. A sewer plant capacity charge for any commercial customers on the land as described above at. the rate of a ' . r ` U. A meter installation fee to cover meter cost and meter installation (but not including curb stop or meter box) according to the City's service availability policy at the time of installation which currently is $85.00 per 3/4" x 5/8" meter C. If available, construction .water will be charged to building based on metered usage in accordance with current rates. F. Hydraulic'share of main extensions - payment or refund. 1. Developer recognizes that water or sewer utility service to the Developer's property., is provided by the use of a m&tin extension and other improvements constructed by a prior developer and that Developer is obligated to refund a said prior developer'Developor's share of the cost of said main extension or other improvements. Accordingly, Developer shall pay its pro rata share of the cost of said' main extension or other improvements to City. Said pro. rata share shall be based ori Developer's percentage of the hydraulic capacity of said extension or other improvements. For the purpose of this Agreement, the cost of Developer's said hydraulic share shall be $determined at a later date 2. With respect to utility facilities installed by Developer to which future developers connect directly, and in consideration for monies expended by Developer toward said facilities, City shall refund to Developer, or Developer's successors or assigns, solely from monies collected from said future developers, said future developer's pro rata share of the cost of said facilities. Said refunds shall be calculated oil the basis of the hydraulic capacity and demand of said future developer whenever feasible. The refund obligation of City hereunder and the benefits to Developer related thereto shall expire, at a cost of $ 12. All charges to Developer shall be paid by Developer to the City in accordance with the following formula and procedures: A. The advance deposit for engineering, administrative and legal fees and the inspection and plan review fee upon the execution of this Agreement, a total of and . B. Water plant capacity charge upon the executionof this Agreement, a total of $325.00 and C. Sewer plant capacity charge upon the execution of this Agreement, a total of " " $1,035.00 and D. Meter installation fee according to the City's service availability policy at time of installation which currently is $85.00 each 3/411 meter upon application for hook-up of individual lots, apartments, multi-family lots or units; and E. Construction water based on meter readings in accordance with City's rate schedule; and F. Hydraulic share payment, in accordance with paragraph 11p-1 of this Agreement upon execution of this Agreement, in a total amount of'$ and G. Service availability charges and other additional aids in construction in accordance with paragraph 11G of this Agreement in a total amount of $ " ' " ' " ' " 13. City agrees to connect individual buildings and structures on the developed property upon application by the builders, plumbers or individual owners subject to the operating rules and regulations of the City and payment of all fees and charges in effect on date of application and compliance by Developer with all provisions of this Agreement. 14. The charges, costs and fees for any separate emergency fire protection water systems, for subject project will be subject to negotiations between City and Developer. If buildings of more than two stories are a part of the project, Developer shall furnish at its expense water pumps and other appurtenances as necessary for pumping water above. 15. All plant capacity and service availability charges, fees and other charges as outlined above are based on normal domestic sewage defined herein as containing not more than three hundred (300) parts per million biochemical oxygen demand or three hundred (300) parts per million suspended solids. Whenever water which contains more than these amounts is to be admitted to the sewers, both the City and the pollution control agencies must specifically agree to the connection. An additional charge will be calculated in direct proportion to strength at seventy-five cents ($0.75) for each part per million of either biochemical oxygen demand or suspended solids over three hundred (300) parts per million. All such connections shall provide for a suitable point for the waste to be sampled by the City or the regulatory agencies. An additional charge equal to the pro rata share of any additional sewage treatment plait costs above ninety percent (90%) treatment, and of the cost of any additional required outfall pipes to may be required by City. subordinated to the terms of the Agreement and easements required herein prior to any acceptance of the facilities by the City, 17. Upon application by owners, builders or their authorized representatives, the City agrees to connect the requested dwellings or structures on the said property at no additional connection fee (i.e. , in addition to those provided for above in this Agreement) , but subject to the continuing operating rules and regulations of the City including, without limitation, the periodic payment of the water usage and sewer usage charges in effect on the date of such application or thereafter reflected in the City's rate schedule. 18. This Agreement shall be binding upon and shall inure to the benefit of the Developer, City and their successors and assigns. However, in the event the Developer has not paid and delivered to the City the plant capacity and service availability charges, fees and other charges provided to be paid to the City by Developer wider the terms of this Agreement, and all easement and conveyances required by this Agreement, then this Agreement shall not inure to the 'benefit of the successors or assigns of the Developer. 19. It shall be the responsibility of Developer to locate for builders any water and sewer taps or lines necessary in conjunction with residential or commercial construction. 20. Unless the damage to any onsite improvements, are the result of the negligence or willful act of tiie City, its officers, or employees or authorized agents, the owner or Developer .of such property upon which the damage occurs shall be responsible for the payment to the City of such damage to City's property including all necessary and reasonable repairs which must be. made by the City or independent contractors nnnnnn.l Iw 4-1— r': F.. 1•.. ..CC..,... ....,.1. prior hereto, for the payment of such necessary and reasonable costs and expenses for effecting such repairs and restoration to such onsite facilities located upon the owner's or Developer's property. Notice of such lien or claim on lien describing the real property and the amount owed may be filed within ninety (90) days of the date from the last date upon which any such repairs or restoration were made by the City or its authorized representatives. 'Thereafter, the City shall be entitled to bring an action for the fdreclosed under the laws of Florida. 21. Prior to final acceptance of the utility and other public facilities improvements by the City the following requirements must be met at Developer's expense: A. If the property is platted, one copy of the recorded plat shall be furnished to the City. D. "As built" drawings of utility improvement shall be furnished one week prior to final inspection. "As built" drawings shall be certified by a registered engineer with the cost being borne by the Developer. Two mylar and three printed copies of said drawing shall be furnished to City. C. All lot corners shall be properly marked so that utility company or its engineer can, upon receipt of "as built" drawings, verify the marked water and/or sewer services as to location and depth. In addition, for purposes of locating and protecting installed service lines and valves developer or his contractor shall mark each service line and all valves with an eight (8) foot pressure treated wooden post - in the manner as shown on the design drawings and specifications. Developer's contractor is required to install curb stop, meter box and valve box on each water service and valve as shown on design drawings. • 11 A 1 1 .a../..r n...► wnei.e t• a..« -- - irrevocable letter of credit, the terms of which will indemnify and save i harmless the City from any loss, damages, costs, claims, suits, debts or demands by reason of defects in the workmanship or materials used in the facilities discovered within a period of one year from and after the date of acceptance by the City of the facilities. , F. A Bill of Sale for facilities from the Developer to City. , G. Conveyance of easements as required under this Agreement. If. A deed for .any and all land on which lift stations or water stations or other improvements if required by City. 1. The title evidence, mortgage . releases and mortgage subordinations as required in this Agreement. J. For onsite and offsite cocistruction provide City an ' accounting of the actual costs (schedule of values) and releases of liens from utility contractors in such detail as the City requires. K. City shall have the right to refuse to accept title to Developer's construction until Developer's construction has passed certain tests, including, without limitation, closed circuit television inspection of the gravity sewer lines, witnessed by a City representative, to determine whether the Developer's construction is constructed in accordance with the approved engineering plans and specifications. Said tests may be performed at • least three (3) times: the first test upon completion of the system; the second test upon completion of all building, roads, paving, drainage, and all construction within the right-of-way easement area of adjacent areas. A thixd test shall be required if the City deems it necessary within a one (1) year period after acceptance. L. Letters of acceptance from' the appropriate regulatory nannev for the water and/or sewer system A*n ^^••'- -' ' 22. All notices that may or must be given under this Agreement shall be in writing and shall be valid if mailed by United States registered or certified mail, postage and charges prepaid from addressed as follows: To Developer.: To City of Atlantic Beach City Manager 716 Ocean Boulevard Post Office Box-25 Atlantic Beach, Florida 32233 IN WITNESS WHEREOF, the parties hereto have executed this Utility Agreement the day and year first written above. Signed, sealed and delivered in the presence of: eveloper Witness City of l"ntic Bea Witness s Maureen & Peter Tinnesz 2093 Beach Avenue Atlantic Beach, Florida 32233 October 7, 1991 The Honorable William Gulliford Mayor of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32233 Dear Mayor Gulliford: My wife and I are residents of Atlantic Beach and live at 2093 Beach Avenue. We understand that the Corporation that recently bought 2109 Beach Avenue for summer use has petitioned the City Commission to allow the 20th Street Beach access to be moved next to our property. We want to officially object to the moving of the beach access. A vacant lot separates our property at 2093 Beach Avenue from the 2109 Beach Avenue house. The public beach walkway is now located on the north side of the vacant lot next to the 2109 Beach Avenue house. The new owner of 2109 is asking the Commission permission to move the access to the south side of the vacant lot next to our property. We object and are very upset with the prospect of the access being moved for the following reasons: 1. Our privacy will be less. 2. Our property value will drop. 3. We purchased 2093 Beach Avenue with the beach access not adjacent. The new owner of 2109 Beach Avenue purchased their property knowing where the beach access has been for years and now immediately want to change it. 4. The 2109 Beach Avenue house was designed for the beach access with an 11 (eleven! !) foot high stucco privacy wall . Our house was not designed and layed out for an adjacent beach access. Also, we have been told zoning only allows a 6-foot fence on our property. Page 2 5. We have heard that the 2109 Beach Avenue owners would like to build additional living space on the property. They currently have a million-dollar house of over 5,000 square feet -- what are they going to build, a larger Corporate hotel than they now have? 6. Connection of the vacant lot to their property, whatever the use, would detract from the single family residential character that currently exists in the area of 20th Street and Beach Avenue. 7. The public safety is better where the beach access is now located. The only automobile traffic on the Beach Avenue dead-end that passes the beach entrance is for 6 houses. If the beach access is moved, all the traffic from the south on Beach Avenue (turning on 20th Street) will cross the beach entrance. 8. We would have expense adding landscaping and an improved fence along our property line if the beach access were moved. 9. Approximately 200 feet of fragile sand dunes would be disturbed if another heavy duty beach dune walkover (as opposed to residential) were built. Please do not allow the beach access on 20th Street to be moved. Please rule for existing full time residents, not absentee owners who do not care about the residential character of the neighborhood. It is simply not fair that the new owner of 2109 Beach Avenue be allowed this change in the current situation. Thank you for your consideration. Yours sincerely, Maureen Tinnesz Peter K. Tinnesz PKT:sh 0003294 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH 1'erigit Humtaer: Jai' 4 Address% 201913 Il$CACH AYl."NVlL� Permit Types IOUSLDrNC! ATLANTrC ISEACH, I"t.;ORMA -32233 class or Morns ADDZTrUft ---------- LEDAL DELIC1trrT10H constr. Typpe% Mtsov tr thm Lot s alock s rection s proposed Uses srtmLE rAII2L'r Tovnstsip s 1rtNC3 s a nvell Ings s 1 codes a 'S uDaiviesion s notlmsted values 013. 00 rmprov. Costs 01=45. 00 Total r'eem s 0120. DO Amount P810% 401210.00 gate rmimr s a t 7-t1 work vesc. s ilurf..I DI;0It AND WALKWAY ArrLICATXOM Names rt yls Trlilil I . 1*ERHST *120.as Address 2"!3 *SACH AVENUE MATER rltrACT I"E"E 100. as ATL ANTr1C 819ACH, PY. nxvA2:z: i'IMMit rllrACT' !'SLE 00. DID P1�one s t". 4 0 41 ^1lS3i'�'1 WA7"' "I ft + 'Z ft 00.00 RADOM OAS-H. R. ft. 00.00 ---___- c+ m rvtACTCOR tM!'CIRIIATrC?R -_-- RADON DAM - 5% $0. 00 flames wc1cm cont "RUCTrt3N MATER TAr 400. 00 Address s 241 A,1rX XTr'C 81-VD. L"i!ffiKI5lt- TAr 00. 00 ATLART, tt: ft tAC.tt, FLORIDA ':".4a' 20 Hrt1HAtd m DHA"m *0.00 Licenses CItC04402-24 Ty pe% 7 RE-x"PEG 3' rcr 4010.DO :s*c. H r"rAcT rEE" 00.00 [OTHER tea. oa; NOTES: i NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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 MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS:" VAL I DATION TIME: 02:29 Pm ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJE REVOCATICOMOP VIOLATION OF APPLICABLE PROVISIONS OF LAW. $120=" CWAGE CM 19043 ATLANTIC BEACH BUILDING DEPARTMENT By: CONTRACTOR COPY AL 0003294 DEI AR'1`fiItENT OF BUILDING J., CITY OFATLANTIC BEA;, a , '�#�'l'"�:laHl�l1'!" bfit, r � l�ttttl�ll "iIt" AddroboS, *0* i Ptt AVI#MU10 iz 1R� C >IlilliL�t►; � A*rl , y 'S�y�llt rtlr � 1t 41t , L4*t i , i ><RSC fi +frC L�grit f -rov I'araht9p t NMI Ip t)V4*.L,L1t1g0 i TOIL 4120#tio vo AfIMCl17Y17k a ,rLr yy Work yo ryrt Y. yt WA"* x"11*1hov roam 00-00 wis a � R�!P �lip [� p -M Tm - i�1l411R!s , wwroll'so *Ar *0.tio t �ltx' l�i *4 � #` # A f't.l1 k ♦a' a AA aili" t'1 . 1irX'il1llt rls#�t 3 ` A" KID :> L1c-wn*w-,4 'on TYPO 1, Ir ImbrAWT rim NOTES: NOTICE—ALL CONCRETE FORMS AND FOOTiNGS,MUST BE INSPECTIED:.BEFORE POURING ' f?EIMIT VOID 51X MONTHS AF ER DATE OF ISSUE BUILD ING.(MATERIAL,RU 3Bt l�AND DEBRIS PROM THIS WORK MUST NOT BE Pt~AC�D IN�PUBLIC SPACE AND MUST SE, CLEARED UP AND.H 1ULED-AWAY YkITH.ER CONTRACTOR OR OWNER. .. 4 "FAILURE TOS COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OW, EIS PAYING TWICE FOR BUILDING IMRROVEMENTS." � SWED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJE � ," REVOCATI LATION OF APPLICABLE.PRCIVISIONS CdF LAW. . e 419743 ATLANTIC BEACH SUILDING DEPARTMENT By: (dress :ted Square Footage - @ $ per sq ft = $ -age/Shed @ $ per sq ft = $ `— port/Porch @ $ r-- per sq ft = $ @ $ 41. (a.2a per sq ft = $ io �- @ $ per sq ft = $ �"-- TOTAL VALUATION; $ al Valuation 1st $ Is '? U Gi [/ Si ainder Valuation . per thousand or portion thereof ------ ----- - ----; Total Building Fee $ ITICNAL �G _® PERNfiIS and/or FEES K + k Filing Fee $ e apical ; G Fireplaces @ 15.00 $ rbing ; BUIId1ING'PERNaT FEE $ �j?G' -e, -tric/New i L------------------------------------------------ ::tric/Temp '-i c Tank BUILDING PERMIT $ L WATER MEIER CHARD $ MA% Pool SEWER IMPACT FEE $ I WATER IMPACT FEE $ x Connection MISCEr-IANEDUS $ z Connection $ s Meter $ ration Certificate : ITA= TOTAL DUE $ ---- --------------------------------------- ------------------------- ------ IJ=ONS and/or NOTE'S CITY OF ATLANTIC BEACH PERMIT APPLICATION FOR REMODEL, ADDITION OR ALTERATION Owner(s) : Address: Phone: C- Lot Block or Unit # Subdivision: Contractor: 6�:4 i�'ZLicense No. Address: Phone: Describe work to be done: /f)C i'c 4) Present use of building: Proposed use: Is this an addition? if yes, what are the dimensions of the added space: 17 e22f-?"4�-- ft. Will the added area be heated and cooled? New electrical (or increase)? New plumbing fixtures? New fireplace? ? New Heat/AC. SUBMIT TWO COMPLETE SETS OF PLANS, INCLUDING SITE PLAN AND SURVEY IF THERE WILL BE AN ADDITION TO THE EXISTING STRUCTURE. Signature OWNER: Date: Signature CONTRACTOR: Date: FLORIDA DEPARTMENT OF NATURAL RESOURCES Permit Number: ()?hgr, Division of Beaches and Shores Bureau of Coastal Engineering and Regulation Application Date: Marjory Stoneman Douglas Bldg. 3900 Commonwealth Blvd. Tallahassee, Florida 32399 No. of Pages Attached: (904)488-3180 APPROVED PERMIT PURSUANT TO SECTION 161.053 OR 161.052, FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct the activity indicated in the project description shown below was filed with the Department on the date shown above. CONCLUSIONS OF LAW: The application was considered by the designee of the Director of the Division of Beaches and Shores, found to be in compliance with the requirements of Section 16B-33.07, Florida Administrative Code (F.A.C.), and approved pursuant to Paragraph(s) 16B-33.12(11)( ), F.A.C. Approval is granted in accordance with the project description including any spec i is coni ions and approved plans, and conditions provided in Section 16B-33.15, F.A.C. - -d Z 5 `• LOCATION: >9 �r sn Al . // Z:7 i PROJECT DESCRIPTION: II /l `r /O r rs SPECIFIC PERMIT CONDITIONS: ,� ,l �' ,; y/ , ' r 1 4 This permit expires on: Approved plans: are attached; ---'" are not attached. PERMIT APPLICATION APPROVED FOR THE DNR, DIVISION OF BEACHES AND SHORES BY: on Section 166-33.15 F.A.C. received b the s s Y applicant: "`2-do hereby certify that: (1) I am either the owner of the subject property or have the owner's consent to secure this permit on the owner's behalf; (2) I agree to obtain all necessary local, state, and federal permits prior to commencement of the work authorized above; (3) I acknowledge that the authorized work is what I requested; and (4) I am fully responsible to have the authopized,.activities carri�eddououtia such a manner as to comply with all applicable conditions: Mailing . t t _ 27 r _ g l� TWk S 1 1 fi- P i 6 i i i I t i I � a ,j