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113 4th St (vault)PERMIT WORKSHEET Job Address: Property Owner: Contractor: Permit #: Building Inspections: I t S Li TIA 5-r O`4-- 280 Zt Footing Slab Tie Beam Lintel Nailing / Sheathing Framing / Cover Up Insulation Final Building OWN rM . Aw Certificate of Occupancy 112-11 1 Tree Permit # YES NO Electrical Permit # Temp, Pole Permit # — Temp. Power Letter Received: YES NO Inspections: Rough Electric Temp. Power Temp. Pole ap o Final le9 -Cx Mechanical Permit # GAS - Inspections: Rough Plumbing Permit # A! - 2.8C a--1 Inspections: Rough / Underslab 5 :5 C o4 Water / Sewer Drainage Inspection: Pool Permit # Inspections: Steel Grounding Roofing Permit # Inspections: Nailing / Sheathing Fire Inspection: Failed Inspections: Type Work: Phone # Phone # Date Issued: Date / Copy to JEA Date / Copy to JEA Q E -w 5� Z49 - 5L4 I E3 4--ts- Released to JEA g?-- ti -6 Released to JEA Released to JEA Released to JEA Final I I Z J)koq Topout Final 2 ) Final Final Final I I Date Paid: Date Paid: T A CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033899 Date 9/13/06 Property Address . . . . . . 113 4TH ST Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc INSTALL 1 FIXTURE -------------------------I--------------------------------------------------- Owner -------------------- DOWLING, PETE 113 4TH STREET ATLANTIC BEACH Contractor ---- ------------------------ CALCO, LLC 719 EGRET BLUFF LANE FL 32233 JACKSONVILLE FL 32211 (904) 726-5872 ------------------------ Permit --------------------------------------------------- PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/12/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- Permit Fee Total -------------------- 42.00 ---------- 42.00 ---------- .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 42.00 42.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ` CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date:" Address: ll"�' � Property Owner:/" , / 1/ /M&Z- � Telephone #: Contractor: C,-C^Cai �C Telephone #: Contractor Address: Fax #: Contractor Signature:ell In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: if other construction is being done on this building or site, ❑ New list the building permit number: ❑ Re -Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water l Sewer Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: r X $7.00 + $35.00 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 - Fax: (904) 247-5845 - http://www.cl.atlantic-beach.fi.us Revised 1/04 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 . . . Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning . . . . Owner Contractor . . . . . . Application number Description of Work Construction type . . . Occupancy type . . . . Flood Zone . . . . . . 12/17/04 170161-0000- - 113 4TH ST ATLANTIC BEACH TO BE UPDATED HAMMILL, TIM & JEANNE FL 32233 DAVIE, JOHN E. 904 249-3418 04-00028021 000 000 SINGLE FAMILY RESIDENCE Approved . . . . . . . L , C - r4 Building official VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028021 Date 4/15/04 Property Address . . . . . . 113 4TH ST .00 Tenant nbr, name . . . . . . NEW SFR 1070RAD/3190SCHG Application description . . . SINGLE FAMILY RESIDENCE .00 Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 313748 Owner Contractor ------------------------ HAMMILL, TIM & JEANNE ------------------------ DAVIE, JOHN E. 92 ELDERBERRY TRL 2404 HUBBARD ST. ONTARIO CN K7H3C6 JACKSONVILLE FL 32206 (905) 713-0005 (904) 249-3418 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1102.00 Plan Check Fee 551.00 Issue Date . . . . Valuation . . . . 313748 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE .26 ST CONSTRUCTION SURCHARGE 14.35 AB CONSTRUCTION SURCHARGE 1.59 STATE RADON SURCHARGE 5.08 WATER IMPACT FEE 500.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due Permit Fee Total 1102.00 Plan Check Total 551.00 Other Fee Total 556.28 Grand Total 2209.28 1102.00 .00 .00 551.00 .00 .00 556.28 .00 .00 2209.28 .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 PERM' AND UBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ,Q *�. ( - BUILDING OFFICIAL Applicant: DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH, FLORIDA 32233-4318 TELEPHONE: (904) 247-5834 FAX: (904) 247-5843 �Y1S21� SUNCOM: 852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # (,--)4 - Z80Z J" H-,-, i::- . t Address: ( 1 S 4 1-d Project: Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: k1ATr72 t- 5 cZ-1 t T — sc l s T� N Co ec,,.,.) 4 — OY— 0 4' Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Donna Kaluzniak, Public Utilities Director L-/:� Date Signa e Contractor Notified Date 4//,5 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre -construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information pro' ith this application is correct. Signature of owner: A —� A • I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Address and contact information of person to receive all correspondence regarding this application (please print). Name: L ' Mailing Address: 3g2- (,::, 51. R�o hack fL. 3223 Telephone: 2 Fax:Q, E -Mail: OUJ1'tQ Q AS TO OWNER: Sworn to and subscribed before me this of 3 day of A4 aA-r•. +p, , 20 e State of Florida, County of DuvaleN H" R VJkon Notary's Signature: �D.IA. W � . 4. My Commasbn DD142431 E August 15, YO06 ❑ Personally known Produced identification Type of identification produced6. AS TO CONTRACTOR: ^ A Sworn to and subscribed before me this day of v `� 4 G , 206 a State of Florida, County of Duval LEO C. HARMON Notary's Signature: Notary Public. State of Florida My comm. expires Jan. 27. 2006 No. D086603 ersonally known Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-5800 - Fax: (904) 247-5845 • http://www.ci.attantic-beach.fl.us Page 2 Revised 1/14/03 CITY OF ATLANTIC BEACH ` f�a ' BUILDING PERMIT APPLICATION (FOR NEW CONSTRUCTION RESIDENTIAL AND COMNIERCIAL) Date: � .,?> I o+ Job Address: �'� '4 Vh L A� ea� ' F�-- X22 33 Owner's Name: TIM 4 T Arqw.E- mm ' Address: q� El�l(%(LI��Qxt,a-rPa. (,Ztl�tOi�Gi • or -r. Phlie: Legal Description: Block Number: _YZ__Lot Number: Ic �(G•�1i.ng District: Contractor: ' 9�en_-anFR- LLG. State License Number: - C CTCTo2J_0L0)_2. Address: "_✓ G �D HJT 1..G nt4r, ft h • PL ' r 233 Phone: Q� 2�� •� 8 City: Describe proposed use and work to be done: State: Zip: Fax: me Present use of land or building(s): 5�F dwt°'1'�a' Valuation of proposed construction: &'_ L/ - Is approval of Homeowner's Association or other private entity required? W If yes, please submit with application. Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees? ❑ IYO. Applicant certifies that no change in site grade or fill material will be used on this project. vIYES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. C3YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. WE � Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determines if a pre -construction or post -construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247-5826 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Page 1 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atiantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET J �JFi �9 Date: Address > / 3 Heated Square Footage 2 �~ i @ $ per sq ft = $ garage Shed 3 3,3 @$ per sq ft = $ 13 l� J Carport / orcl 3 ®( @ $ S/ per sq ft = $ 7 S Deck Patio Total Valuation �_. @$ S per sq ft = $ TOTAL VALUATION: 1st $ Remaining Value $ . per thousand or portion thereof per sq ft = $ $ 3 0 7r (lt CONSTRUCTION TYPE: - TOTAL BUILDING FEE $ ZONING: + 1/Z Filing Fee $ FLOOD ZONE:_ (C) Fireplaces @ $35.00 $ C� IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ WATER IMPACT FEE $ --500 SEWER IMPACT FEE $ Q WATER METER/TAP $ CAPITAL IMPROVEMENT $ G SEWER TAP $ C Vb?e) RADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ STQ ja) SURCHARGE $ OTHER $ 25 GRAND TOTAL DUE: 1/13/03 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION ' (FOR NEW CONSTRUCTION RESIDENTIAL AND COMIvIERCIArLL), Date: Job Address: -4t tgt4ea Q L AT��'�, D�'- •— Owner's Name: T1K4 4 IE7 t4NE- Hamm ilk Address: q� Elr�%2b ��a.• l {+'l�>mal • or e: Legal Description: Block Number: ��++ Lot Number: CgC�-Kj55�jing District: i lrl Contractor: E. 1•Conhz- LLC. State License Number:— C 2G iD�2 Address: �l'�ST QrLaYltic- h • FL • 33 Phone: QD� 2�� •�� 1 City: Describe proposed use and work to be done: State: Zip: Fax: Present use of land or building(s): 5�F GiW P.i 41 Gi' Valuation of proposed construction: 219501000 Is approval of Homeowner's Association or other private entity required? NV If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees? ❑O. Applicant certifies that no change in site grade or fill material will be used on this project. [YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. [YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month. WE' PVTI�t Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. if you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determino if a pre -construction or post -construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247-5826 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Revised 1/04 Page 1 WATER IMPACT FEE WORKSHEET ennQr-cc• FIXTURE TYPE DRAINAGE FIXTURE UNIT VALUE AS LOAD �'✓ 'f FIXT RES ;, U ITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 J i3 r Bathtub (with or without overhead shower or whidpooi attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 Z Drinking fount ' cemake'r '/Z 2— Floor drains 2 Hose bib 1 A 2- Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory Shower compartment domestic 2 Sink 2 1 Urinal 4 Urinal, 1 gallonper 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 g TOTAL NUMBER OF UNITS= MULTIPLIED X 20 TOTAL $ S`0,D IN 1-0 0 nwaQC7nmY�� H c'�ma"y � o ��•m,(75. 5. 5.cn ms's w 5.a.� ^n�gdddeaR =< w'n m n C C °° 'O < O Q •J `' oo �• 5 � �' m m °e °p Qrn�5p65 c• o J co' o o°ogg' cm op I c o "'w apo a o o a o E o n e7 o WW O n w O' ry Sly y " w.. o m O � o cSp w N $ b9 SS w i °i. m y w V99 °., M w i °., w 111 1 x zz'z z zZM zzz zzzz zzz zzzzzz >aa wait a>'a aaaaaa N N �om�a u�AwN .•Ky p •- U5 ° np o-Yy�S•e m � o Cm n 7 o w NOR n W'00 S- in �'�m-o o tl O n y�• �'c�nn np• F n m g" °o U y 0000000000 z z zzzzz'zzzzz Ca a aaaa`>aaaaa 1 0090494 m n n °o° Elliott of z k ° r o z 1 N O �O J � U A W N �� O\ U A W N •••• C 0s- 7p c9 0� o 0 o q tig�bbb� �n „$. to ono ^ � C � y � n E � � � 5 � ° �� • R ry R w., �. � = c � m R fe p A w d L� m � �•^y d 'OO c °= 5 w ?: °=w' A m o " n � zt n °• " `� p 5• m .� < � a c�. p Cn a i0 a'a' m m n m m� °e� p —❑ n 5 E a Sao c c � o � w w w 'rS,' � m w m 5° w rt— — 'd o o• � o- nal o 'Oov 5 c'v v •Jab,va^w 0 ° °•••Oo 9v am ;: �:: $E. °oE.o ig° 2`< 0 0 0 c P o o A 6 'n m a o, o. a w• co 10 0 ^1 ^'O9 9'O b'O ri' S N N SS �. m. �:vow p' E g y<° c ]' v CJ 7. � bri 5 o• •J o a a � 'J o � `�' (;• �^> ten^ o^ n^ 5 n^ y d N O -M IIS °^ m X30 8 N ° o o n 5 o �d1 td Si a � O' S R7 C E'+ w R si �• n O O � (i (i �L. •J °• � A p p '-t [[p�• C 1 O n � n n �•- yy y O C ON Rg- s o a 5a _a J to to -G G C •G C N G [ N NLi Zi 0 0 0 o a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O� v ` , H zzz zzz zzz zzzz z z z zazzz Z, Z, �I aaa aaa >z az a>a aa'a'a a a > aaaaaa nwaQC7nmY�� H c'�ma"y � o ��•m,(75. 5. 5.cn ms's w 5.a.� ^n�gdddeaR =< w'n m n C C °° 'O < O Q •J `' oo �• 5 � �' m m °e °p Qrn�5p65 c• o J co' o o°ogg' cm op I c o "'w apo a o o a o E o n e7 o WW O n w O' ry Sly y " w.. o m O � o cSp w N $ b9 SS w i °i. m y w V99 °., M w i °., w 111 1 x zz'z z zZM zzz zzzz zzz zzzzzz >aa wait a>'a aaaaaa N N �om�a u�AwN .•Ky p •- U5 ° np o-Yy�S•e m � o Cm n 7 o w NOR n W'00 S- in �'�m-o o tl O n y�• �'c�nn np• F n m g" °o U y 0000000000 z z zzzzz'zzzzz Ca a aaaa`>aaaaa 1 0090494 m n n °o° Elliott of z k S o` 0000000ao°° 0000 z zzzzzzzzzzz zzzz ""xC]:Tl mG n mag � �� L� ;•nm0 y'T76:=3 a .. j w N .� ..� G w N r w N ,'r y ri w C y'Op. a no 7 nm o w ow 0 0 000 �w "a 0° R.s 1 ol;n >,:; > o °+� z L) � g �v ems+ 0 5 °O � � � o c �• n'ter0 E. 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'°r..r. •ors v5o°00 0 > waw�5°°°o`A,...°�3ntl^'E y 5 c F 5 0 2Q IEng„'o�cOt o g o� on0� a ow �B �^ °y m ^•N� m g51 N A °° d O S'� d0 S O w �' ,,.�,' � p�opn� � � � A p .d ° ° e7 � •`) � O m rpS GGGG y ❑ J N J 1 ai yJ y W Amp � ogd �• N � a � g° 0c < •C �C -G •C �G �C �C �G �C G G �C �G G N t �G �C �< �G «G �C �C •C �C �C [ < < G 3 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 00x0 0 0 0 0 0 0 0 0 0 0 z z z z z z z z zz zzzzz zz zzzzzzzz z z z z z a> a a a a a> as >`aaaa a> aa''>aa'aaa a> a' a s cc, CITY OF ATLANTIC BEACH C 1;1. Ford" BUILDING / ZONING DEPARTMENTins S. Doerr 800 Seminole Road Atlantic Beach, Florida 32233 (904) 247-5800 (904) 247-5845 Fax PLAN REVIEW COMMENTS Permit Application # Property Address: I� Applicant: Project: This permit application has been: ICY Approved ❑ Reviewed and the following items need attention: Please re-submityo applicatio hen these items have been completed. Reviewed By: t Date: Applicant: Address: REl-,EIv� CITY O FANG zIC i BEACH APR 1 2004 DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTTIC BEACH, (90 RID4A 32233-4318 5834 FAX: (904) 247-5843 SUNCOM: 852-5834 http://ci. atlantic-beach.fl.us MAIN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # Project: o Your application is approved as noted by the Public Works Department. Final ome from the BuildinggDepartment application approval must c Your Permit application has been reviewed by the Public Works Department and the following items need attention: S Gin Please submit these requirements to the Public WoroDepartm application.0Sandpiper Ifyeraany ne, Atlantic Beach, FL 32233 in order that we can app your ophave questions please call (904) 247-5834. Revie by Do a Kaluzniak, Public Utilities Director Date Si re Contractor Notified Date —�ofy /Vlar �to� S MIN. RETURN PHONE#!t9q' 1� State of FWRI County of Q U V J - To Whom It May Concern: Book 11721 NOTICE OF COMMENCEMENT Tax Folio No. Page 1134 The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal descriptionroperty bem g_im Address of property being improved:_ General description of improvements: Address: 111CAKIV Wu Owner's interest in site of the improvement: Fee Simple Titleholder (if other than owner): Name: Address: Phone No: ff i' 4!D 34115 Fax No: t7r.1Me . Surety (if any): Address: rq V N Amount of Bond S Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: We 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 served: Name: E. otlAA-6 Address: e Phone No: G./ 19 _ Fax No: Game 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), Florik Statues. (Fill in 4 Owner's option). Name: , Dowl s Address: L Phone No: Fax No.: EZIM E _ Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY rj:T1�2106634 Pa e: 1134 Filed b Recorded 03/30/2004 02:29:09 PM JIM FULLER D 1� CIRCUIT COURT RECORDING 5.00 TRUST FUND s 1.Q0 &, iz OWNER Signed: Date: Before me this — day of Mo,t..eIA— in the County of Dal, State of Florida, has personally appeared •T, w, .D bLg jjjn11 << N A?,4,, e- u ,4 -Lo,,,. Notary Public at Large, State of Florida, County of Duval. My commission expires: 4 ,e a Personally Known: ' or ced Identification.`l'- D L - Helm R VV%w Tj'+•1 • W Commiaion Wi42431 %TOF Expires August t 5, 2006 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre -construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information pro ' ith this application is correct. Signature of owner: A I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required Signature of Contractor: 0 / Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Address: 3192 - G� 51 . ATito�& hack f L .3223 Telephone: 9% 21Q - 3LL 1$ Fax: 5aftlQl E -Mail: CX�IT�� Q -�• L AS TO OWNER: Sworn to and subscribed before me this of day of /V I aA-1 . , 20 Dr State of Florida, County of Duval .p„& Hokin RWNson Notary's Signature: L,�O tti • My Commission W142431 Eom August 15, 2006 ❑ Personally known Produced identification /\ Type of identification produced T7 AS TO CONTRACTOR: Sworn to and subscribed before me this day of V v 4 ry G , 20V State of Florida, County of Duval LEO C. HARMON Notary's Signature: MNotary Public. State of Florida My comm. expires Jan. 27, 2006 No. DD66603 ersonally known Produced identification Type of identification produced 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-5800 - Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 J �S�lf •` CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW CONSTRUCTION RESIDENTIAL AND COMMERCIAL) ,fj3a Date: !�.�I-c4- Job Address: �� L A_�' u t� • ��-- X2233 Owner's Name: TiM q� E1�le2b�QRU_rpa �ILR> W •0ITC. Ph�e.Address: Lot Number: QAC• •5ng District: Legal Description: Block Number:. C��, �O2 (��• Contractor:y1 � n�• LLC. States License Number:' Address: n✓�G Ca�'JT Q�LU.YI�'IG � • F L • . 233 Phone: QD�-' 2�� •�✓ • i 8 City: State: Zip: Fax: hie, Describe proposed use and work to be done: �a Present use of land or building(s): F Wla'l Valuation of proposed construction: 26010 � L e— ls approval of Homeowner's Association or other private entity required? NT If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees? ❑ O. Applicant certifies that no change in site grade or fill material will be used on this project. [YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. RrYES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the (�Tree eCConservation Board, which meets two times each month. jai � • YK(�Cl RQ.M�Q t""°' k �' 0�7 �^ Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre -construction or post -construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247-5826 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atiantic-beach.fl.us Revised 1/04 Page 1 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre -construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information pro ' 'th this application is correct. Signature of owner: x A I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: Ma�•�sa o4 Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Addresj?5 s: 5 2 - (o % 1 /� v4U"�l G �cOt f L O 3223 `� Telephone: 2�� Fax: �5 a E -Mail: 1 Q- o• L, AS TO OWNER: 74 Sworn to and subscribed before me this 11l day of ILA QLAkS. , 20 04 _. State of Florida, County of Duval 1_ HelenRVVAM Notary's Signature: /V� ,,A_ my Commission D0142431 Expires August 15, Zoos ❑ Personally known [� Produced identification /\ Type of identification produced !P76. h Z _ AS TO CONTRACTOR: r A Sworn to and subscribed before me this day of v"4 �-G , 2061( State of Florida, County of Duval KLEO C. HARMONry Public. State of Floridamm. expires Jan. 27. 2006 No. DD86603 Notary's Signature: ersonally known Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/14/03 Applicant: DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH, FLORIDA 32233-4318 TELEPHONE: (904) 247-5834 FAX: (904) 247-5843 U SUNCOM: 852-5834 http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application #s`-4 Address: I i S 4 T4 S.t Proj ect: ��-- o Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: all - Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Revie by Do a Kaluzniak, Public Utilities Director Si re Contractor Notified Date /V1 ar mad' Date -�- C -'D ()Jv Licensing Portal - Licensee Details Page 1 of 1 Public Services Search for a Licensee Apply for a License View Application Status Apply to Retake Exam Find Exam Information Find a CE Course File a Complaint AB&T Delinquent Invoice & Activity List Search :' User Services Renew a License Change License Status Maintain Account Change My Address View Messages Change My PIN View Continuing Ed Term Glossary Online Help DBPR Home I Online Services Home 1 Help 1 Site Map Licensee Details Licensee Information 12:32:441 Name: DAVIE, JOHN EDMONDSON (Primary Name) INDIVIDUAL (Alternate Name) Main Address: 2404 HUBBARD ST JACKSONVILLE, Florida 32206 Lic. Location: 2404 HUBBARD ST JACKSONVILLE, FL 32206 Duval License Information License Type: Certified General Contractor Rank: Cert General License Number: CGCO21992 Status: Current, Active Licensure Date: 03/14/1982 Expires: 08/31/2004 Special Qualifications Effective Date Bldg Code Core Course Credit No Qualified Business License 02/20/2004 Required View Related License_ Information View License ComDlaint L I Terms of Use I I Privacy Statement I https://www.myfloridalicense.com/licensing/w113.j sp;j sessionid=ECIHAKHGDDONkKj 9f-xl 4/l/2004 CFO, GCUPATIO"L LICENSE NOTICE HIS IS N��''l!T U `tICNE r i t1 # t xi VI TFIL11l1 11 %1NC�b oaf trims 4iktf.-. j { LU vwi Z^. Z {"-w m0 w m m w> mm U- Z d mQ cc O Z O LU F w w D > V Z ti w v Q >J Q cl _. O LU a U Z>}} Z O NF L!7 O N Z LU - LU Wm U J O J J J LL Z Z Z Z 0 m O a a CL d F 4 L) } wf mr Ui Zi g Q< LL LL olipR O • LU j YY - �. ! Z O �... Q V LU w p ¢ M: U; LLJ C7 ui m m Y U U) Q m m z Q LU z o CL }� m LL 0 Q City of Jacksonville co -. n'c oth Wdaswa+ trt of Jacksonv4e, FbTda Business Information License No. Business Name Business Location Mailing Address License Information County Code District Exemption Appraiser Control No. Payment Information City Tax Pay Status Validation No A Home soe in x c€mact 12 Duval County Tax Collector Occupational License Summary 0839270000 Issue Date DAVIE, JOHN EDMONDSON 2404 HUBBARD ST JACKSONVILLE, FL 32206 - 2911 2404 HUBBARD ST JACKSONVILLE, FL 32206 - 2911 000005 JACKSONVILLE 100.00 PAID 001 QUALIFYING AGENT, CONTRACTORS New Business Last Activity Date County Tax Paid Date Validation Date 03/22/1999 Page 1 of 1 05/14/1993 .00 08/26/2003 08/25/2003 While the Duval County Tax Collector's office has attempted to ensure that the data contained in this file is accurate and reflects th property's characteristics, the Duval County Tax Collector's Office makes no warranties, expressed or implied, concerning the accur completeness, reliability, or suitability of this data. The Duval County Tax Collector's Office does not assume any liability associatec the use or misuse of this data. Mayor - City Council - Jobs - About lax - I. want to... - I am... - Services - Departments 630-CITY(2489) - Site Policies - Webmaster - © 2002 City of Jacksonville http://tc.coj.net/occlicense/FinalData.asp?License=0839270000 4/l/2004 1 y_ c " Z CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Type of Development: Flood Zone: Required Lowest Floor Elevation: Y, If building is located within a flood hazard zone, 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 affecting the proposed development. Applicant's Signature: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: (\- C, �K Building Department epresentative .. Date: Revised 1/17/03 s CITY OF ATLANTIC BEACH r 3l j� BUILDING PERMIT APPLICATION ` (FOR NEW CONSTRUCTION RESIDENTIAL AND COMMERCIAL) Date: Job Address: j � � 4 � ,bt-tt Q. L AT ��-- 22 3 _ Owner's Name: Tm.4.TE:ArJt Address: qq• t Legal Description: Block Number: Lot Number: PXC•1�•5cl ng District: E- n�CC TG LLC*. State License Number: CG��21 °-�. Contractor: c Q y�aa% • 249 •'34 Address: 18 '3c7 L C�O rJ'T (� n,rtC i�h • F 1— •�22J3 Phone: State: Zip: Fax: hie City: Describe proposed use and work to be done:Mn•, r �•� mra F caw eU�n► 3 ��,y Present use of land or building(s): I= Valuation of proposed construction: 250,006 - Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees? ❑O. Applicant certifies that no change in site grade or fill material will be used on this project. tv]IYES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. [DYES. Removal of Trees will UIRED. Tree Removal Permits to berevieweid by the Tree Conservation Board, red for this project. TREE EOwh ch meetVAL s two times m IT IS each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP I. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre -construction or post -construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247-5826 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Revised 1/04 Page 1 In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works, a pre -construction topographical survey. 4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. I hereby certify that all information pro ' ith this application is correct. Signature of owner: x xDate: Q Z �r 1 hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. 1 understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. 1 , a Signature of Contractor: Date: # O Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mailing Telephc AS TO OWNER:14 n Sworn to and subscribed before me this d day of /V I Q� r �n , 20 State of Florida, County of Duval �/ ��// H"RWhOn Notary's Signature: //PVr1ti �� JC31t 'kT� �m� �5,2apg t ❑ Personally known °' [ Produced identification /` Type of identification produced T7 h �- AS TO CONTRACTOR: Sworn to and subscribed before me this day of v"4 ^ G"1 , 206 State of Florida, County of Duval =State N gMNotaryf Florida. 27. 2006 Notary's Signature: erspnally known Produced identification Type of identification produced 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-5800 - Fax: (904) 247-5845 - http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 S MIN. RETURN Book 11721 Page 1134 PH0NE 1 NOTICE OF COMMENCEMENT State of FOR ITax Folio No. County of 00V J-. - To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal descriptionofopq bA g_im Address of property being improved: G 1121 GL. General description of improvements: - _ „ - Owner:_ I M • Address: O ddai• Owner's interest in site of the improvement: G (ke Fee Simple Titleholder (if other than owner): Name: nuw caa. Contractor: ' Address: G if> 6910. Phone No: Fax No: `-5-Akn6 Surety (if any): Address: Amount of Bond S Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may , Name: Address: e> Phone No: �.i -_ _ Fax No: saw . 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), Flor Statues. Fill in ax Owner's option). -` Name: �ie• Davu . -- Aaaress: r L-. • - Phone No: Fax No: tiYl e _ Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY oc TIP* L E'63G Page- -1134 Filed 8 Recorded 03/30/2004 02:29:09 PM JIM FULLER CLERK CIRCUIT CART DUOL COUNTY 5.00 RECORDING f 1.00 TRUST FWD OWNER 3� Signed: c^-- Date:'• 2 O Before me this day of Mcwe LL in the County of Dlivaln'Tw, .D , State of Florida, has personally appeared , LLL i nasi 111 l Y ,�l/�if.� te- Notary Public at Large, State of Florida, County of Duval My commission expires: c n a /� •� (n Personally Known: or cation -i '1" 1... D k - �Eradu�ced Identifi Hskn R WNson • My CwmWWw W142431 iia E*m Aupust 15, 2006 Location: CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Type of Development: Flood Zone: Required Lowest Floor Elevation: If building is located within a flood hazard zone, 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. CONRvIENTS: 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 ectmg the proposed development. �rJ� Z3 �ofL Applicant's Signature: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Date: Revised 1/17/03 FIE 4-0, I John E. Davie General Contractor (CGC2021992) 382 6th Street Atlantic Beach, FL 32233 �e�4741' Z4n (39#57 '*ne *2�Wm bdree¢n sbe�. Tel & Fax: (904) 249-3418 Mobile: (904) 424-5218 Email: Jdavieone@aol.com rms1 r. Q-5�& hR-ea. • 4,586.5 6�.A- � /8 ' 6.5 L -c4,#. t6s 1* an C-5 , Vena¢ �,. iii• �I RECEIVED CITY OF ATLANTIC BEACH BUILDING & ZONING DEPARTMENT OF PUBLIC WORKS APR 2004 SANDPIPER LANE IC BEACH, FLORIDA 32233-4318 ATLANTIC TELEPHONE: (904) 247-5834 FAX (904) 247-5843 SUNCOM: 852-5834 BY ; „ _ _ _. _ . _ http://ci.atiantic-beach.fl-us FLAN REVIEW COMMENTS FROM THE PUBLIC WORTS DEPAR'T'MENT jj P f.°M • ` ` ';' Permit Application # 04- ZBC Z r p�licant: aar: Prol ect: K3ft L ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Rev ie by Do a Kaluzniak, Public Utilities Director Date Si re Contractor Notified Date 5 D� �Q� �� CITY OF ATLANTIC BEACH D Ford—' Ins `s Ass BUILDING / ZONING DEPARTMENT S. Doerr 800 Seminole Road 1 Atlantic Beach, Florida 32233 (904) 247-5800 (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # 1 Property Address: Applicant: Project: N e_w SFO— This permit application has been: ❑ Approved ❑ Reviewed and the following items need attention: Please re -submit your application when these items have been completed. Reviewed By: Date: EXHIBIT A - ORDINANCE NUMBER: 90-03-184 Sec. 24-82. General Restrictions upon Land, Buildings and Structures. (a) Use. No Building or Structure shall be placed or erected, and no existing Building shall be moved, altered, added to or enlarged, nor shall any Land, Building, Structure or premises be used, designed or intended to be used for any purpose or in any manner other than a Use designated in this Chapter, as allowed in the Zoning District in which such Land, Building, Structure or premises are located. Further, no Land shall be used except in compliance with the Comprehensive Plan. (b) Number of Buildings allowed on a Single-family or Two-family (Duplex) Lot. The total number of Buildings on any Lot zoned only for Single-family or Two-family (Duplex) Use shall not exceed three (3) including the Principal Use Structure, detached garages and any other detached Building. (c) Height. No Structures or Building shall be erected, and no existing Building shall be moved, reconditioned or structurally altered so as to exceed the height limit specified in this Chapter for the Zoning District in which such Building or Structure is located. However, on Nonconforming Lots of Record, the Height of Buildings shall be restricted to a percentage of the area of the such Lot compared to the minimum requirements of the Zoning District and applying the same to the maximum Height of Building allowed in said Zoning District. (For example, if the Minimum Lot Area is 5,000 square foot, and the size of the Nonconforming Lot is 2,500 square feet, a percentage of 50 percent would be applied to the 35 -foot height restrictions, resulting in an allowable Height of Building of seventeen and one-half (17.5) feet. (d) (e) Percentage of Lot occupancy. No Building or Structure shall be erected, and no existing Building or Structure shall be moved, altered, enlarged or rebuilt, or shall any Open Space surrounding any Building or Structure be encroached upon or reduced in any manner, except in conformity with the a ed by this Building Chapter fc Density. l is allowed_ which sue! (f) Open Spay providing (g) (h) Required more thank ('� visions of this Chap1 , ., a - �s defined nj = exce herein; an� �r'�° -(� _ -� pt as otherwise I . _ -� • ~ Duplicate Dwellings that are w,L„n, a i„sLance of five hundred (500) feet shall be prohibited. This provision shall apply to external features only and shall not apply to Two-family Dwellings, Townhouses or condominiums when constructed as part of single Development Project with a unified design theme. In determining compliance with this provision, a minimum of five (5) of the following characteristics shall be substantially different. Ordinance Number: 90-03-184 39 Initial Effective Date: January 01, 2002 with amendments through December 08, 2003 Map Output JAXGIS Property Information 130 480 a Address ToValue Acresook lot We e/ gel Descriptions ons 450 ndUse Zoning T 4�1i � (lfll 440 Ily� Ii I 437 l I 414 440 422 61 4�1 417 II� Y fl 412 j I I ' s2s7 IIII iv -12 f,l, 392 1,14 4g 111,4 X350 y4141 Copyright {CJ 2W C Xy of JwJwonv11k. FI 4�1 I I 420 Il�fl 14 1701161 0000 1 tts 11 II ttb I �4 I I� no 343 0 Page 1 of 1 E # a Address ToValue Acresook lot We e/ gel Descriptions ons one ndUse Zoning T 69 16 -2S -29E 113 LANTIC BEACH [EX Not in 170161 000 UE R TRUST 4THALT ST 36900 .11 22 5194 T 1 Flood Zone 2233 W 50 BILK 22 http://maps.coj.neVV*rEBSITE/DuvalMAps/toolbar.asp 11/20/2003 SAM L PARK, P. E. 9211 103RD Street No.49 Jacksonville, FL 32210 (904) 777-2771 March 24, 2004 REF: Mr. John Davie 382 6T" Street Atlantic Beach, FL 32266 SUBJECT: HAMMILL RESIDENCE TRUSS TIE -DOWNS. ATTN: PLAN REVIEWER CITY of ATLANTIC BEACH BUILDING DEPARTMENT. Dear Sir (s): At your request, I am forwarding the following truss tie -down connections To be installed as requested: 1. For truss A2, Use 2-H7 (Simpson or Equal) at the roof. 2. For truss C10, C11, C12, C13, C14, D23, D25, and D26, Use MGT (Simpson or equal) 3. For truss C15, Use HGT-2 and D27, Use HGT3(Simpson equal). 4. For all other trusses, Use 2- H8 (Simpson or Equal). If you have any question, Please call me at 904-777-2771. Sam I. Park, ix:11'E. FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Hammill residence Builder: John Davies Address: 113 4th St Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: Tim & Jeanne Hammill Jurisdiction Number: 261100 Climate Zane: North - 1. New construction or existing New _ - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central unit Cap: 24.0 kBtu/hr _ 3. Number of units, if multi-family I _ SEER: 11.00 4. Number of Bedrooms 5 _ b. Central Unit Cap: 36.0 kBtu/hr - 5. is this a worst case? No SEER: 11.00 - 6. Conditioned floor area (ft2) 2857 W c. N/A _ 7. Glass area & type Single Pane Double Pane a. Clear glass, default U-factor 0.0 ft2 503.0 fN _ 13. Heating systems b. Default tint 0.0 ft2 0.0 ft2 - a. Electric Heat Pump Cap: 24.0 kBtu/hr _ c. Labeled U or SHGC 0.0 ft2 0.0 112 HSPF: 7.30 - 8. Floor types - b. Electric Heat Pump Cap: 36.0 kBtu/hr - ' a. Raised Wood R=19.0, 301.0 ft2 _ ! HSPF: 7.30 I'I b. Slab-On-Grade Edge Insulation, 0 R=0.0, 142.0 ft= - c. N/A _ c. 1 Others 21.0 ft2 - 9. Wall types _ 14. Hot water systems a. Frame, Wood, Adjacent R=1 1.0, 234.0 ft2 a. Electric Resistance Cap: 50.0 gallons - b. Concrete, Int Insul, Exterior R=7.0, 869.0 ft2 _ EF: 0.91 _ c. Frame, Wood, Exterior R=19.0, 1231.0 ft2 - h. Electric Resistance Cap: 50.0 gallons _ d. Frame, Wood, Exterior R=19.0, 5 42. 0 ft2 EF: 0.91 e, N/A c. Conservation credits - 10. Ceiling types - (HR-Hcat recovery, Solar a. Under Attic R=30.0, 1338.0 ft2 - DHP-Dedicated heat pump) h. N/A 15. HVAC credits MZ-C. MZ.,-H c. N/A (CF-Ceiling fan, CV-Cross ventilation, 11. Ducts _ HF-Whole house fan, a. Sup: Cron. Ret: Con. AH: Garage Sup. R=6.0, 120.0 ft - PT-Programmable Thennostat, h. Sup: Unc. Ret: Con. AH: Attic Sup. R=6.0, 175.0 ft MZ-C-Multizone cooling, I NIZ-H-Multizone heating) �I Glass/Floor Area. 0.18 Total as-built points: 43331 PASS n S S T� /-� Total base points: 43693 I hereby certify that the plans and specifications covered Review of the plans and SITE sT aT4F by this calculation a in compliance with the Florida specifications covered by this �o� = Energy Code.'" calculation indicates compliance PREPARED BY: A. with the Florida Energy Code. ` Before construction is completed DATE: Q this building will be inspected for 1 hereby certify that this buil ing, as designed, is in compliance with Section 553.908 compliance with the Florida ergy C de. Florida Statutes. °b w>G` OWNER/AGENT: BUILDING OFFICIAL: DATE: A .tad • e4- DATE: EnergyGauge® (Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 113 4th St, Atlantic Beach, FI, PERMIT #: I EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 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 2857.0 20.04 10305.8 Double, Clear S 1.5 18.0 55.0 35.87 0.99 1957.5 Double, Clear S 6.0 6.0 18.0 35.87 0.52 336.1 Double, Clear E 5.0 6.0 50.0 42.06 0.56 1178.6 Double, Clear N 1.5 16.0 19.0 19.20 0.99 362.8 Double, Clear W 18.0 6.0 13.0 38.52 0.37 187.6 Double, Clear S 8.0 6.0 12.0 35.87 0.48 208.3 Double, Clear W 14.0 6.0 11.0 38.52 0.39 166.8 Double, Clear S 3.0 6.0 45.0 35.87 0.66 1064.9 Double, Clear E 13.0 6.0 30.0 42.06 0.38 484.9 Double, Clear E 13.0 6.0 11.0 42.06 0.38 177.8 Double, Clear E 3.0 6.0 48.0 42.06 0.73 1464.8 Double, Clear N 3.0 6.0 38.0 19.20 0.83 606.4 Double, Clear W 3.0 6.0 12.0 38.52 0.73 337.4 Double, Clear S 8.0 6.0 50.0 35.87 0.48 868.1 Double, Clear E 11.0 6.0 40.0 42.06 0.40 673.4 Double, Clear E 11.0 6.0 10.0 42.06 0.40 168.3 Double, Clear N 4.0 6.0 31.0 19.20 0.78 463.2 Double, Clear W 17.0 6.0 10.0 38.52 0.37 144.3 As -Built Total: 503.0 10851.3 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 234.0 0.70 163.8 Frame, Wood, Adjacent 11.0 234.0 0.70 163.8 Exterior 2642.0 1.70 4491.4 Concrete, Int Insul, Exterior 7.0 869.0 0.70 608.3 Frame, Wood, Exterior 19.0 1231.0 0.90 1107.9 Frame, Wood, Exterior 19.0 542.0 0.90 487.8 Base Total: 2876.0 4655.2 As -Built Total: 2876.0 2367.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 50.0 6.10 305.0 Exterior 50.0 6.10 305.0 Base Total: 50.0 305.0 As -Built Total: 50.0 305.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1338.0 1.73 2314.7 Under Attic 30.0 1338.0 1.73 X 1.00 2314.7 Base Total: 1338.0 2314.7 1 As -Built Total: 1338.0 2314.7 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 113 4th St, Atlantic Beach, FI, PERMIT#: EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 BASE AS -BUILT FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 142.0(p) -37.0 -5254.0 Slab -On -Grade Edge Insulation 0.0 142.0(p -41.20 -5850.4 Raised 322.0 -3.99 -1284.8 Raised Wood, Stem Wall 19.0 21.0 -1.50 -31.5 Raised Wood, Adjacent 19.0 301.0 0.40 120.4 Base Total: .6538.8 As -Built Total: 464.0 -5761.5 INFILTRATION Area X BSPM = Points Area X SPM = Points 2857.0 10.21 29170.0 2857.0 10.21 29170.0 Summer Base Points: 40211.9 Summer As -Built Points: 39247.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 39247.3 0.400 (1.000 x 1.147 x 1.00) 0.310 0.950 5937.1 39247.3 0.600 (1.081 x 1.147 x 1.11) 0.310 0.950 8905.6 40211.9 0.4266 17154.4 39247.3 1.00 1.283 0.310 0.950 14842.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 113 4th St, Atlantic Beach, Fl, PERMIT #: J BASE AS -BUILT GLASS TYPES X Conditioned X BWPM = Points Overhang .18 Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 2857.0 12.74 6551.7 Double, Clear S 1.5 18.0 55.0 13.30 1.00 727.9 Double, Clear S 6.0 6.0 18.0 13.30 2.73 653.8 Double, Clear E 5.0 6.0 50.0 18.79 1.24 1164.9 Double, Clear N 1.5 16.0 19.0 24.58 1.00 466.9 Double, Clear W 18.0 6.0 13.0 20.73 1.24 333.5 Double, Clear S 8.0 6.0 12.0 13.30 3.15 502.5 Double, Clear W 14.0 6.0 11.0 20.73 1.23 280.3 Double, Clear S 3.0 6.0 45.0 13.30 1.64 981.1 Double, Clear E 13.0 6.0 30.0 18.79 1.46 824.5 Double, Clear E 13.0 6.0 11.0 18.79 1.46 302.3 Double, Clear E 3.0 6.0 48.0 18.79 1.12 1010.2 Double, Clear N 3.0 6.0 38.0 24.58 1.01 942.6 Double, Clear W 3.0 6.0 12.0 20.73 1.08 269.6 Double, Clear S 8.0 6.0 50.0 13.30 3.15 2093.9 Double, Clear E 11.0 6.0 40.0 18.79 1.44 1080.0 Double, Clear E 11.0 6.0 10.0 18.79 1.44 270.0 Double, Clear N 4.0 6.0 31.0 24.58 1.01 771.9 Double, Clear W 17.0 6.0 10.0 20.73 1.24 256.6 As -Built Total: 503.0 12932.6 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 234.0 3.60 842.4 Frame, Wood, Adjacent 11.0 234.0 3.60 842.4 Exterior 2642.0 3.70 9775.4 Concrete, Int Insul, Exterior 7.0 869.0 4.60 3997.4 Frame, Wood, Exterior 19.0 1231.0 2.20 2708.2 Frame, Wood, Exterior 19.0 542.0 2.20 1192.4 Base Total: 2876.0 10617.8 As -Built Total: 2876.0 8740.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 50.0 12.30 615.0 Exterior 50.0 12.30 615.0 Base Total: 50.0 615.0 As -Built Total: 50.0 615.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1338.0 2.05 2742.9 Under Attic 30.0 1338.0 2.05 X 1.00 2742.9 Base Total: 1338.0 2742.9 1 As -Built Total: 1338.0 2742.9 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 113 4th St, Atlantic Beach, FI, PERMIT #: I EnergyGauge'm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 BASE AS -BUILT FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 142.0(p) 8.9 1263.8 Slab -On -Grade Edge Insulation 0.0 142.0(p 18.80 2669.6 Raised 322.0 0.96 309.1 Raised Wood, Stem Wall 19.0 21.0 0.80 16.8 Raised Wood, Adjacent 19.0 301.0 2.20 662.2 Base Total: 1572.9 As -Built Total: 464.0 3348.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 2857.0 -0.59 -1685.6 2857.0 -0.59 -1685.6 Winter Base Points: 20414.7 Winter As -Built Points: 26693.8 Total Winter X System - Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 26693.8 0.400 (1.000 x 1.169 x 1.00) 0.467 0.950 6084.6 26693.8 0.600 (1.060 x 1.169 x 1.10) 0.467 0.950 9126.9 20414.7 0.6274 12808.2 26693.8 1.00 1.284 0.467 0.950 15211.4 EnergyGauge'm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 113 4th St, Atlantic Beach, Fl, PERMIT #: I BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water - Total Points Points Points Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2746.00 13730.0 50.0 0.91 5 0.50 2655.47 1.00 6638.7 50.0 0.91 5 0.50 2655.47 1.00 6638.7 As -Built Total: 13277.4 PASS EnergyGaugeT^" DCA Form 60OA-2001 EnergyGauge®IFIaRES'2001 FLRCPB v3.30 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water - Total Points Points Points 17154 12808 13730 43693 1 14843 15211 13277 43331 PASS EnergyGaugeT^" DCA Form 60OA-2001 EnergyGauge®IFIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 113 4th St, Atlantic Beach, FI, PERMIT #: ' cA-134 itiPu TRATInM REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE _ CHECK Exterior Windows & Doors 606.1.ABC.1.1 i Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Spas & heated pools must have covers (except solar heated). Non-commercial pools Exterior & Adjacent Walls 11 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; efficiency of 78%. foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility I Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. _ \ penetrations; between wall panels & top/bottom plates; between walls and floor. attached, sealed, insulated, and installed in accordance with the criteria of Section 610. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends Ducts in unconditioned attics: R-6 min. insulation. 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 I 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 that is led sealed; Recessed Lighting Fixtures '', 606.1.ABC.1.2.4 Typel IC rated withano penetrat ons, or Type IC orn none -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 11 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts j 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER Water Heaters 1612.1 Swimming Pools & Spas 612.1 Shower heads 612.1 Air Distribution Systems 610.1 E MEASURES (must be met or exceeded by all residences.) _ )N REQUIREMENTS Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Spas & heated pools must have covers (except solar heated). Non-commercial pools I must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. I Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. _ \ 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-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.6 The higher the score, the more efficient the home. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Raised Wood b. Slab -On -Grade Edge Insulation, 0 c. I Others 9. Wall types a. Frame, Wood, Adiacent b. Concrete, hit Insul, Exterior c. Frame, Wood, Exterior d. Frame, Wood, Exterior e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Con. Ret: Con. AH: Garage b. Sup: Unc. Ret: Con. AH: Attic Tim & Jeanne Hammill, 113 4th St, Atlantic Beach, FI, Single Pane 0.0 ft' 0.0 ft' 0.0 ft' New _ Single family _ 5 No 2857 (i' _ Double Pane __.. 503.0 ft' _ 0.0 ft' _- 0.0 ft- R=19.0, 301.0 ft= R=0.0, 142.0 ft2 _- 21.0 ft' R=I 1.0, 234.0 ft' _ R=7.0, 869.0 tt' _ R=19.0, 1231.0 ft' R=19.0, 542.0 ft2 _ R=30.0, 1338.0 ft2 Sup. R=6.0, 120.0 ft _ Sup. R=6.0, 175.0 ft 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump c. N/A 14. I -lot water systems a. Electric Resistance b. Electric Resistance c. Conservation credits (HR -Heat recovery, Solar DI -111 -Dedicated heat pump) 15. HVAC credits (CF -Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT -Programmable Thennostat, 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) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code c npliant features. b Builder Signature: Date: Address of New Home: 01 " V' • _ City/FL Zip: A9440 54 • F Cap: 24.0 kBtu/hr SEER: 11.00 _ Cap: 36.0 kBtu/hr SEER: 11.00 Crap: 24.0 kl3tu/hr _ HSPF:7.30 _ Cap: 36.0 kBtu/hr - HSPF: 7.30 Cap: 50.0 gallons EF: 0.91 _ Cap: 50.0 gallons _ EF: 0.91 _ MZ -C, MZ -H *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarr"'designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at wwwfsec.ucfedu for information. and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge® (Version: FLRCPB v3.30) Ifto RIGHT -J BUILDING ANALYSIS REPORT Zone One Energy Design Systems Job: X24104 Phone: q04 2C-1'7-5339 Fax. 904-28" -12 58 Emailj,,)6F) (.D.al, Vale, Pd. Ja(k,;onville., Fl 1225,,4 For: Tim & Jeanne Hammill 113 4th St, Atlantic Beach, Fl Component Walls Btuhff T Btuh 5241 % of load 27.1 Windows 38.1 5908 30.5 Doors 15,2 304 1.61 Ceilings 1.1 91 i 0.5 Floors 26.7 3796 19.6 Infiltration 19.7 3453 17.8 Ducts 6.8 564 Z9 Total 19357 1M0 I Component Btuh/ft2 Btuh %of load Walls 2,9 3224 22.3 Windows 51.0 7907 54.8 Doors 12.7 254 1.8 Ceilings 1.6 133 0.9. Floors 0.0 0 I 0.0 Infiltration 6.8 1196 8.3 Ducts 817 5.7 Internal gains 900 6.2 Total 14431 100.0 G -h, L- A Wnd.— Cooling at 82 % SHR = 1.4 ton Cooling air flow = 485 cfm/ton Cooling at 70 % SHR = 1.7 ton Cooling at 400 cfmfton = 1.7 ton Overall U -Value = 0.309 Btuh/f.2-°F , Data entries checked. W jht5;"ft Right -'Suite Peiidentia! "1 6 n 66 RSF29784 20174 -Mar -Z6 ng 25 44 ACCK (-- 1F,)Lxuments and S-tfinC1S\C0St01110AM%1 iammill re.e 1 1 3 4[h Sl ml Bch isir pacip 1 RIGH T -J LOAD AND EQUIPMENT SUMMARY Zone One Energy Design Systems Job: 3124104 1095 Oak Vale Pd, Jacksonville, F1,',2259 Phon(- 904-287-5339 Fa,,c 904-287-1718 Email For: Tim & Jeanne Hammill 113 4th St, Atlantic Beach, FI Notes: Weather: Jacksonville, Mayport. Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 "F Inside db 72 "F Design TD 33 c Heating Summary 95 Building heat loss 19357 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 19357 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (W) 1338 1338 Volume (W) 12042 12042 Air changes/hour 0.47 0.27 Equiv. AVF (cfm) 95 54 Heating Equipment Summary Make n/a Trade n/a n/a Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat n/a 0 Btuh 0 'F 0 cfm 0.000 cfm/Btuh n/a Outside db 92 cF Inside db 72 °F Design TD 20 'F Daily range L Relative humidity 50 % Moisture difference 65 gr/lb Sensible Cooling Equipment Load Sizing Structure 14431 Btuh Ventilation 0 Btuh Design temperature swing 3.0 'F Use mfg. data n Rate/swing multiplier 0.97 Total sens. equip. load 13998 Btuh Latent Cooling Equipment Load Sizing Internal gains 690 Btuh Ventilation 0 Btuh Infiltration 2385 Btuh Total latent equip. load 3075 Btuh Total equipment load 17073 Btuh Cooling Equipment Summary Make n/a Trade n/a n/a n/a Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio Printout certified by ACOA to meet all requirements of Manual J 7th Ed. n/a 0 Btuh 0 Btuh 0 Btu h 0 cfm 0.000 cfm/Btuh 0 % Suite Residential— 5.0 69 R -V29784 26 09 25 44 C Oocum-onts and �etnrns\customcNA,� es '11R 41111 S1 AV 1-1,1i i'gr Pacie 1 RIGHT -J BUILDING ANALYSIS REPORT Zone Two Vie' Energy Design Systems Job: 3124/ 1065 Oakdale Rd, J3(J(q011V111e, R 32259 Phono. 904-287-5339 Fax 904 n7-1258 Email not For: Tim & Jeanne Hammill 113 4th St, Atlantic Beach, FI Component Btuh/ft2 Btu h % load Walls 3.0 5266 1 14.6 Windows 38.1 13264 36.8 Doors 15.2 455 1.3 Ceilings 1.1 1197 3.3 Floors 11.8 6643 18.5 Infiltration 193 7458 20.71 Ducts 1714 4.8 Total I 35998 1100.0 Component Btuh1ft2 Btu h % of load Walls 2.5 4404 17.7 Windows 31.0 10788 43.4 Doors 127 I 381 11.5 Ceilings 1.6 1741 7.0 Floors 0.0 0 0.0 Infiltration 6.8 2583 10.4 Ducts 22601 9.1 Internal gains Tota 1 27001 24856 10.9 100.0 Cooling at 80 % SHR = 2.5 ton Cooling air flow = 425 cfm/ton Cooling at 70 % SHR = 2.9 ton Cooling at 400 cfm/ton = 2.7 ton Overall U -Value = 0.215 Btuh/ft?-"F Data entries checked. V I Sj HtSC>ft Right- Su,te Re wkntial "1 5 0 66 PSR2078-1 2004Mai- 260921 44 C ND or ume 0 s and Se.M ngslc ustomet % rvl�r D 0 cum e ntsWVri ghtsoH iarnm) 11 ro,, 'I 13 41h A A tl Ell c 1) r i r F aqe 2 RIGHT -J LOAD AND EQUIPMENT SUMMARY Zone Two VP Energy Design Systems Job: 3124/04 10651 Dak Vele Rd. -1,9110,Crvi Ile, R 32259 Phone. 904-287-5339 Foc 911 1258 Emad energ For: Tim & Jeanne Harnmill 113 4th St, Atlantic Beach, F1 Notes: Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 "F Outside db 92 OF Inside db 72 °F Inside db 72 "F Design 'TD 33 OF Design TD 20 °F Daily range L Relative humidity 50 % Moisture difference 65 gr/lb Heating Summary Building heat loss 35998 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 35998 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Equipment Summary Make n/a Trade n/a n/a Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat n/a 0 Btuh 0 'F 0 cfm 0.000 cfm/Btuh n/a • r4 Mma• • Structure HeatM Cooling Area (ft2 151 1519 Volume (ft'-) 13671 13671 Air changes/hour 0.90 0.51 Equiv. AVF (cfm) 205 '117 Heating Equipment Summary Make n/a Trade n/a n/a Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat n/a 0 Btuh 0 'F 0 cfm 0.000 cfm/Btuh n/a • r4 Mma• • Structure 24856 Btuh Ventilation 0 Btuh Design temperature swing 3.0 °F Use mfg. data n Btuh Rate/swing multiplier 0.97 Total sens. equip. load 24111 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 0 Btuh Infiltration 5151 Btuh Total latent equip. load 6301 Btuh Total equipment load 30412 Btuh Cooling Equipment Summary Make n/a Trade n/a n/a n/a Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio Printout certified by ACOA to meet all requirements of Manual J 7th Ed. n/a 0 Btu h 0 Btuh 0 Btuh 0 cfm 0.000 cfm/Btuh 0 % vviro�cjl-vts"ft Flight -SujLpPe.sidentia;"'-,5f,C�6rSR297,�-q 20041-N1ai- -115 09:2 x 44 I a- 1Z C. iDocuments and re,, '113 -11hSt Atl BrI,,isr Page 2 0 - - Joist Size - - Model No 17310 - - i - - - -Solid Web Reqs Ga 1 w Dimensions B TF 18 29;6 9'Y,6 2 1/ Header ToP Fast Face 4-10d 2.10d Joist-- ,._.--- 2-10dxlY, Allowable -Op33 Uplift! LVL PSL DF/SP SPF Masonry I -Joist l ) s) [_ -t ---- DF --', 245 285 1450 1300 1435 1615' 1200' 1050 - -- LBV310 - -- 14 295- 10 2 2,2 -- - - 4-16d 2-16d - - 2-10dx1)Z 2- - 240 290 2565 '', 2360 2035 2035 2035_ --- -- - - 1230 --- WI310 12 9 6 10 2 z 29 2-16d 2-10dx1 _ 2335 1950 2335 1765 1435 - Zi4 _29,6 x 10 __✓� -- WPI310 ✓ ! -2 12 2/,6 - 10 2"z 23 6 2_16d 2-10dxl y 3635 3255 3635', 3320_ 3 _ 2600 2030 - HWI310 - ✓ - 11 29 6 10 j 4 ! 212 4-16d - 2-10dx1Yz - - 5100 i 4000 4500 ! 5285 3665'_ - - TTM310'18- 29+ 9 3yZ 3-TitenJ 2 -Then 2-10dx1yz - -- - 225 225 - - - - - - - -* -'- 1545) -- r --r -,---- -r-- 2Ys 2/6 LBV311 25 14 ! 2Y, 11ti4 2}; ? 2 z 4-16d 2-16d 2-10dx1y - 240 290 2565 23601 2305 20351 2035 i 1230 - ---r- t- - - x 11y - - W1311.25 ITT311.5 �- ✓ 1 12 29'6 11 ; 2 -2 2 - ! 18 2%6 11%6 2 1'/e 2-16d 4-1 Did 2-10d 2-10dxly, 2-10dxlyz 1 - - - 12335 1 1950 12335 1765 1435 245 285 1450 � 1300 1435 1615' 1200. 1050 - -- 2Yz - 2916 ' 14 291. 11 Y2 2y 2'z _4-16d 2-16d 2-10dxl tZ 240 _290 2565 23fi0 2035 2035 2035',-1230 - x1lyz _LBV311.5 W1311.5 ✓ 1 12 2/6 11Y 2 ' 2�z 2-16d 12-10dxly, - 2335;1950!2335 1765 14351 - - - ---ITT311.88 ITTM311.5' _ - 18 29;6 115;6; 2 3 i _ 18 ' 29<s_ 1113 6i 2 13% 3-Titen 2-Tden', 2-10dx1y _ 4-10d 2 10d 2-10dxlyz 225 225 - - - - - - ---- 245 285 1450'1300j1435 1615, 1200'. 1050 1545 - 2Xzlv9 1 e LBV311.88 ITTM311.88' - ! - 14 1 29ti6 117e' 2Y, 21,2 _4-16d 2 18 29,6 r _ ?;6, 2 3'2 ! - 16d 3-Titen 1 2-Titen - 2-10dxlyz 2-10dx1y 240 '', 290 256512360 2 225 ; 225 L- ;, - 2035 2035' 2035 1230 - - - I - - 1545 _ 2y - 2% ITT313 =i 18 29':6 I 1 21546_-2 1 Ye -- 4-10d 2-10d 2-10dx1yz 245_285 1450!1300 1435 ' 1615 1200: 1050 ' - x 13 LBV313 - 14 2% 13 2y4 2y 4-16d 2-16d ' 2-10dx1y 240 1, 290 2565', 2360' 2035' 2035' 2035' 1230 - ITT314 - 18 2%6 131YI 2 !. 1'/e ! 4-10d ' 2-10d 2-10dxly' 245 -285 X 1450l130011435, 1615i12001: 1050 MIT314 - 1 16 2916 14 j 2y 27s, 4-16d 2-16d I2-10dxl,iz 240 290 2550120001'_'i 1' ;240011665', 1230 - LBV314 - 1 14 2 14 2Y 2V2 4-16d 2-16d 2-10dx1 Y2 240 290 2565 2360 G 2035 203fr 1 2035 1230 - 2y 2 W1314 --� ✓ I 12 ' 29,6 14 2 2l r 2-16d 2-10dx1y i ' - - 1 2335 1950: 2335 1765'; 14351 - _ e x14 W_PI314 ✓ 12 1 2j6 1 14 ! 2yz 2%a 2-i 6d �- - 2-10dx1y - - 1363 5, 3320 3635 3255 2600 2030 - - HWI314 ✓ ! - - _11! 1.. 14 4 2y 4-16d 2-lOdxlyz - - 5100 4000' 4500 5285 i 3665 - - ITTM314' - 18 2956 13" 6� 2 3tz 3-Titen 12-Titen 2-10dx1y 225 225 j -- - i" - - - - 1545 WM1314' ✓ 'i 12 295s 14 _j 3 3'/a 2-16dDPLXI - 2-10dx1y, - - - - - : -','' - j_-- 4175 ITT316 - 18 2%6.15'%61 2 11% ' 4-10d 2-10d ' 2-10dx1y 245 285 :1450, 1300' 1435, 1615 1200_1050 MIT316 - 16 2956' 16 2y 2556' 4-16d 2-16d 2-10dx1y, 240 290 2550:2000 '_ 2400..1665' 1230 -- = - _ BV31 14 29 2' ,c 16 i 2Ya z ' ---- - 416d 216d 2-10dxly - z 2035 2035 'i, 1230 240 290 2565 2360 2035_35 20 2y2_ 2916 _LBV316 81316 ✓ , 12 296 16 2y 2i, 2-16d _ 4-16d 2-10dxl Y, 245 295 2315:2225; - 2665 1835 x16 W1316 ✓ 12 2% 16 2 2,2 1 2-16d 2-10dx1y - - 2335 1950' 2335' 1765 1435 - --_- WP1316 1 ✓ 1 12 291,6 16 2Y2 : 2156 2-16d--- 2-10dx1 Yz - - 3635, 3320 3635 3255 1 2600 2030 -- -' HW1316 ! ✓ 11 2% i 16 4 21/2 -- 4-16d '- -- 2-10dxlyz -_- 510014000 4500' 5285 3665: - -- WMI316' / 12 29,16, 16 3 3% 2-16dDPLX: 12-10dxlyz - - -� - - - - - 4175 M_IT318 HIT318 - ! - : 16� 2'/ 1 16 8 2Yz 25;6 1, 16 29;6 18 3 2T,, J, 4-16d 2 16d 4-16d 6-16d 2-10dx17, 2=10dx1y2 240 l 290 240 ' 290 1 0i 2000 1 _` ' .: 2400 1665 1230 2550 1 2050 1 2500 i 3050 11950 r. - - -- LBV318 - 14 2956 I 18 ! 2}14 212 4-16d 2-16d 2-1Odx1 yZ 240 290J2565:2360;2035;2035120351 , 1230 - e "2�6 12 29i6.j 2J' 4-16d . 2-10dxly, . 245 L 295 ; 2315/2225 __- 2665: 1835 2Yz X18 W1318 ✓ I 12 29,6 18 2z. 211, 2-16d 2-10dx1y - ! - 2335 i 1950 2335 1765 1 1435 WPI318 ✓ ! 12 1, 29;6 18 2yz 23,fi j- 2-t6d 2-10dx1%z, - -i3635,3320!3635 3255 i 26001 2030 - HW1318 ✓ 11 256 18 4 1 21z 1 4-16d I 2-10dx1y - - i 5100 4000 ; 4500 5285 3665 : - - WM1318' ✓ 12 i 29;6 18 3 : 31; i 2-16cIDPLX---2-10dx1y - --- ----' - _i - 4175 _ M1T320✓ 16 2,,6_20 ?Yz � 61 4-16d 2-16d 2-10dx11z 240 290 ' 255012000 _- `' 2400 16651 1230 -_ HIT320 ✓ -_-9 - 20 3 2e 1 16 2,,6 I '' ; 416d 6 16d ! 2-10dx1, 2 1 0'' - 240 290 2550' 2050 1 2500 3050 195 0 - - LBV320 61320 - ✓ 14 2916 j 20 2Y4 212 12 29116 ''. 20 1, 2% 212 4-16d 2-16d 2-16d -_ 4-16d 2_10dxl l2 2-10dxly, 240 290 2565 12360 1 2035 , 2035 2035' 1230 245 295 2315 1 2225 , - 266571835 - - - 2Yz -29'6 x 20 W132012 -WPI320 - --- HW1320 .. -- ✓ ✓ 29,,,. 20 2 2%z' - -- )Z 2' - 6 - - 12 2 9; ,, 20 2 6 : 11 2116 20 4 21z 2-16d 2 - 16d 4-16d 2-10dxlyz 2-10dx1- y - 2-10dx1 Y - - 2335!19501233511765 1435' _. _ 36353320 ! 3 - - -_ _ 635 3255 2600 2030 - - 5100 4000'4500 5285 3665; - - - - - - - - 4175 WM1320' ✓ 12 29 6 20 3 33,, 2-16dDPLX 2-10dx1 y2 1. Loads may not be increased for short-term loading. Uplift loads are based on tests on solid wood headers 2. Uplift loads are based on Douglas Fir, and have been increased 33% and 60% for wind or earthquake loading with no further increase allowed. Reduce by 33% and 60% for normal loading such as in cantilever construction. 3. ITTM and 4VM loads listed are based on attachment to a masonry block wall. `>ee pages 8, 76. 77 and 79 for additional information. I When kioist Is used as header, all nails must be 10dxT1h. 5.1-tnictural camoosite lumber is laminated veneer lumber, Parallam' PSL and Tirnber5trano '.SL. Paratlam and rimberSrranb are registered traaemal or Trus Joist, a weyerPaerlser cotnoanv 35 l' 35 Min. D.69 Firnl-,prt; Allowable,Southern Dimensions Allowable Loads Fasteners Model , 1 Heel Ga �Uplift, Floor clRoof, hftl, I Carrying Carried No. i Height Uplift' w H` B Member Member No. Ult plift '(460) ct (12 5 -SINGLE 2x SIZES (1100) (1115) L-US2418 (1 009) 31,3 113,;4-1 Od 2-10d LUS26 1160f,11 Uplift' Uplift' Floor Snow SINGLE 2x SIZES 134 4-10d 4-10d IUS26 4-',l, 16 1 h 5,33 640 735 800 14-161 6-161 HGUS26 4,< 12 1i 52 5 20716d 8-1,61d HGUS28 5Y, 12 15s 7x, 5 36-16d 12-16d LUS28 4„e 18 700 61,3 1-4 6-10d 4-1 Od A, 1 IILJ528 6, 16 4-16d 2-16d 7 3 765 87116d 1115210 ;w, 18 1,36,84, 122 713 , 1„ -22.1-.11.6.11. 8-10d 4710d f 11J S21 0 8;, a -16 1 9 3 30-16d 10-16d Typical HUS26 with Reduced Heel Height (Truss Designer to provide fastener quantity for connecting multiple members together) n. Irl --- 3', 81 35 1265 1455 1580 925 1050 1210 1315 FILIS26 3/a 10-16d 4-16d 1135 1800 2070 2245 925 1510 1735 1890 451'6 14-16d 6-16d 1550 2565 2950 3205 1465 2210 12490 2540 D.69 Firnl-,prt; Allowable,Southern Pine --Upiiw- Allowable Loads Spruce -Pine�Fir Allowable Loads Model A49 �Uplift, Floor clRoof, hftl, I Floor I Snow Roof Uplift' Uplifti, Floor Snow.Roof Allowable Loads No. Ult plift '(460) ct (12 5 (1100) (1115) (125) (1 009) (115) Carried Ult uplift: "6'1 "Floor Sn6v- 1160f,11 Uplift' Uplift' Floor Snow SINGLE 2x SIZES No- Hei, ht W H AJS24 1 3850 465 490 640 735 800 490 490 1 690 795 865 396 465 540 625 675 4, 38. 37, 122 LUS26 5167 930 11 5 83-0-, 955 1040 01 1 -- 01 -1165 --- 900 1035 1125 780 935 700 875 2` --- - 3 3 1/� 2 4-16d 2-16d 5303 565 765 1 880 960 465 555 ;w, 300 1,36,84, 122 i6o .3 HLIS2610000 �� 1 650 1550, 25 6 �5 11 295'0 1550 -1550 2785 3200 3325 1465 1560 2210 2490 2540 4. 38,122 HGLIS26 17160 23,25 2325 '3 1 9 1 4i 453,5,,�� 2325 2325 4265 4900 5330 1995 1996 3410 3920 1 4070 160 HGLIS28 24880 �3220, 3�10� . ........... .. .... ..... .... 3"' �,5990r 61,86-, 1� :1& 3220 3220 5640 E850 5990 2705 2705 4245 4405 4510 LUS28 6066 930 1115 1055 1210 1320 1010 1165 1 1140 1310 1425 780 935 890 1025 1115 4, 38. 87, 122 1265 1455 1585 925 C 1050 1210 1315 1,36,84, 122 i1HUS28-2 6}'2 14 35/,, 6 3 22-16d 8-16d 160 HU , S28 13167 2C - ) - 00 2000 3585 T 3700 3775 , 2000 2000 1 3380 3505 3585 1855 2000 2580 2680 2745 4,38,122 LUS210 7750 5101 470"1595", 1��O 1590 1725 780 935 1 085 19-45 1355 4,38,87,122 1 18833 '. 3775 ,� 3920 4920 .1z845 i scoo WOO 3000 3585 , 3745 :'3850 2320 2780 2T415 28,70 1, 36 84 122 , , 122 Doug Fii�,Lah 9 r� ISouthern, Pine Spruce -Pine -Fir M, Dimensions Fasteners Av 9 Allowable Loads Allowable Loads Model j Heel . Ga lCarryingi Carried Ult uplift: "6'1 "Floor Sn6v- 1160f,11 Uplift' Uplift' Floor Snow Roof No- Hei, ht W H Membe rl member 4133) "(160)' (1 oo) _�t,2 lj (133) (160) (100) (115) (125) DOUBLE 2x SIZES LUS24-1 2` 18 3 3 1/� 2 4-16d 2-16d 5303 565 765 1 880 960 465 555 640 735 300 1,36,84, 122 LUS26_2 4", 18, 47/6 2 4-16d 4-16d 6076,,l 1 'j- 11,50, 1250: 925 I 1115 I - 820 945 1 1025 - 4,1 14 3 14 -16d 1 6-16d 14667 1550 25, 80 ',,2965, . .......... i6, I 32 �j 1395 5 15 0 1 165 2490,: 2710 4, 3B HHUS26-2 4Y, 12 5 4 I 20-161 '7 3, 41 HGUS26-2 LUS28-2 4!/,, 18 31, 7 2 6-16d 4-16d 7750 1140 1165 1265 1455 1585 925 1115 1050 1210 1315 1,36,84, 122 i1HUS28-2 6}'2 14 35/,, 6 3 22-16d 8-16d 19850 2000 2000 3885 4465 4855 1860 2000 3275 3765 4095 4,38 HGUS28-2 51z 12 31: 7 4 36-16d 12-161 3,41 LUS210.2 6'x618 3 9 1 2 B -16d 6-16d 10907 1550,, 1550 �i'430 1,765, 21 2i4l 1390 1550 1465 1680 7951 1830 ; 4875 1, 36 84 122 , , HHUS210-2 8-� % 1 4 3�,,, 8 3 30-16d 0-1'6d 22167 5190'' 5giili �233 0 2795 4:385 4 4, 38 7 HGU52'10-2 7,1' 12 3;/,, 9'�, 4 46-16d 16-16d 7, 41 TRIPLE 2x SIZES I-IGUS26 3 4v 12 4" /2 4 20 16d12 a1 i-jGuS28-3 S,;, 12 71,, 4 36-16 d -1618-'6d 160 HGUS210-3 71,4� 12 4-,N6 9A 4 46-16d I 16-16d V HHUS210-3 8,i� 14 41y 3 3 0-16d 1'10-16 22167 '2855 3430 51qO .5900, 5900; 2330 2795 4385 50401 5480 170 QUADRUPLE 2x SIZES 170 n-, t5l 160 HHUS210.4 18;4 14 635 8% 3 30-16d 10-16d 22167 2855 3430 5190 5970 6490! 2450 2940 4475 5145 5595 170 J160 0 4x SIZES LUS46 is 3�1 41, -4- i6d- 4-161 6076, 165 7000 59, 125... 94 1 025 1,36, 84, 122 IS4C, 41 12 3% 4 12 0-161 8-161 �J 3,41 HGL lifit IS46 4�,,, 14 3% 5'/, 3 -d 14-1629 ' i15502580i ['6-16d 14667 1550 , 6 5: ;3225 1395 1550 2165 2490 2710: 38 4-3 18 31,16 6% 2 6-16d 4-16d 7750: 1140 1165 1265 1495 1985 925 -1115 1050 1210 1315 36, 84, 122 MJS48 6 14 32/11 7 2 6-16d E3 -16d 11190 1550 1550 1505 1730 1885 1315 1550 1240 1425 1550 HlIUS48 6h 14 35 7 3 22-16d 8-16d 19850 2000 2000 3885 4465 4855 1860 1000 3275 3765 4095 1.38 !IGLJS,98 5", 12 3% 7:1/a 4 36-1 fid '2-161 n 41 LUS 410 6 18 31,,,� 8'% 8-16d 6-16d 10906 1550 1550 1765 2030 1 2210,! 1390 1550 1465 1680 1830 1 _,G, ,14, 122 HHUS-10 83/ 14 31�., . 9 3 30-16d 10-16d 22167, 2855 343`0 5190 5 5900, 9001 2330 2795 4385 5040 5480 1 38 1AGUS4107t<6 12 , 3, 9 4 46-16d i 16-161 i G U S, 112 12 10'/, 4 56-16d i 20-161 FO HCUS414 11 12 35" 12',. 4 66-,6d , 22-16d 0 3 Uplat loads have b(,crl increased �3% and 601-, for earthquake orwir,d tl() 1XI1101 incrcase rtllowc,.d. Divide by 1 �3 and 1.60 for normal loading 7i; in cintiliver onsouctioil BC CALC® 2003 DESIGN REPORT - US Double 1 3/4" x 16" VERSA -LAM® 2900 SP File Name: 40536 BM -08 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: BO, 3-1/2" 1178 lbs General Data 1619 ft -lbs Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 00-06-00 Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD TM, BC OSB RIM BOARD TM, BOISE GLULAMT" VERSA-LAMW VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND TM, VERSA -STUD®, ALLJOIST® and AJS'"' are trademarks of Boise Cascade Corporation. Page 1 of 1 Standard Load - 40 psf 1 15 psf Tributary 00-06-00 Total Horizontal Length - 05-06-00 Tuesday, March 23, 2004 14:52 B1, 3-1/2" 1178 lbs Load Summary 1619 ft -lbs Neg. Moment 0 ft -lbs ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf. Area Left 00-00-00 05-06-00 Live 40 psf 00-06-00 100% Dead 15 psf 00-06-00 90% 1 Unf. Area Left 00-00-00 05-06-00 Live 40 psf 07-00-00 100% Dead 15 psf 07-00-00 90% Controls Summary Control Type Value Mcment 1619 ft -lbs Neg. Moment 0 ft -lbs End Shear 607 lbs Total Load Defl. L/17887 (0.004") Live Load Defl. L/25530 (0.003") Max Defl. 0.004" % Allowable Duration 4.6% 100% n/a 100% 5.6% 100% 1.3% 1.9% 0.4% Load Case Span Location 2 1 -internal 2 1 - Left 2 1 2 1 2 1 Bearing Supports % Allow % Allow Name Type Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/2" 1178 lbs 13.3% 11.3% Spruce -Pine -Fir B1 Post 3-1/2" x 3-1/2" 1178 lbs 13.3% 11.3% Spruce -Pine -Fir Cautions Post at Bearing BO analyzed for bearing only, column analysis has not been performed. Post at Bearing B1 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram Member has no side loads. Connectors are: 16d Sinker Nails a=2" b=3„ c6 a d=12" -a b BOISE" BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Double 1 3/4" X 16" VERSA -LAM® 2900 SP File Name: 40536: BM -09 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Company: Lumber Unlimited Customer: Code reports: ICBO 5512, NER 629 Misc: BO, 3-1/2" 4891 lbs LL 2691 lbs DL General Data Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 00-06-00 Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD TM, BC OSB RIM BOARD TM, BOISE GLULAMT"" VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND TM, VERSA -STUD®, ALLJOIST® and AJST"9 are trademarks of Boise Cascade Corporation. Page 1 of 2 Standard Load - 40 psf 1 15 psf Tributary 00-06-00 B1, 3-1/2" 3119 lbs LL 1617 lbs DL Total Horizontal Length - 04-03-10 Load Summary ID Description Load Type Ref. Start End Type Value Tri b. Dur. S Standard Load Unf. Area Left 00-00-00 04-03-10 Live 40 psf 00-06-00 100% Dead 15 psf 00-06-00 90% 1 Unf. Area Left 00-00-00 04-03-10 Live 40 psf 15-00-00 100% Dead 15 psf 15-00-00 90% 2 Conc. Pt. Left 01-05-04 01-05-04 Live 5343 lbs n/a 100% Dead 3240 lbs n/a 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Moment 9997 ft -lbs 28.6% 100% 2 1 -internal Neg. Moment 0 ft -lbs n/a 100% End Shear 6425 lbs 59.3% 100% 2 1 - Left Total Load Defl. L/4431 (0.012") 5.4% 2 1 Live Load Defl. L/6876 (0.008") 7.0% 2 1 Max Defl. 0.012" 1.2% 2 1 Bearing Supports %Allow %Allow Name Type Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/2" 7583 lbs 85.4% 72.8% Spruce -Pine -Fir B1 Post 3-1/2" x 3-1/2" 4736 lbs 53.3% 45.5% Spruce -Pine -Fir Cautions Post at Bearing BO analyzed for bearing only, column analysis has not been performed. Post at Bearing B1 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (0480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 BOISE Double 1 3/4" x 16" VERSA -LAM® 2900 SP File Name: 40536: BM -09 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a=2" b=3" c=6" d=12" Page 2 of 2 noisev BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Double 1 3/4" x 16" VERSA -LAM® 2900 SP File Narne: 40536 BM -10 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: 2 Load - 40 psf 115 psf Tributary 00-06-00 5501 lbs r 5zu los General Data 40 psf Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 00-06-00 Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD TM, BC OSB RIM BOARD TM, BOISE GLULAMT" VERSA -LAW), VERSA -RIM@, VERSA -RIM PLUSO, VERSA -STRAND TM, VERSA -STUD®, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 2 Total Horizontal Length - 04-09-00 Load Summary ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf. Area Left 00-00-00 04-09-00 Live 40 psf 00-06-00 100% Dead 15 psf 00-06-00 90% 1 Conc. Pt. Left 00-05-12 00-05-12 Live 3316 lbs n/a 100% Dead 16711bs n/a 90% 2 Unf. Area Left 00-00-00 04-09-00 Live 40 psf 07-00-00 100% Dead 15 psf 07-00-00 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Moment 2698 ft -lbs 7.7% 100% 2 1 -internal Neg. Moment 0 ft -lbs n/a 100% End Shear 949 lbs 8.8% 100% 2 1 - Right Total Load Defl. 012702 (0.004") 1.9% 2 1 Live Load Defl. 018650 (0.003") 2.6% 2 1 Max Defl. 0.004" 0.4% 2 1 Bearing Supports %AVOW %AVOW Name Type Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/2" 5501 lbs 61.9% 52.8% Spruce -Pine -Fir B1 Post 3-1/2" x 3-1/2" 1520 lbs 17.1% 14.6% Spruce -Pine -Fir Cautions Post at Bearing BO analyzed for bearing only, column analysis has not been performed. Post at Bearing B1 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing BC CALCO 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 BONSE" Double 1 3/4" x 16" VERSA -LAM@ 2900 SP File Name: 40536 . BM -10 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: ICBG 5512, NER 629 Misc: Connection Diagram Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a=2" b=3" c=6" d=12" Page 2 of 2 / ' Bois:.. BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23. 2004 14:52 Double 1 3/4" x 16" VERSA -LAW) 2900 SP File Name: 40536 : BM -11 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier. City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: 3 1 _ • .... 4 -... ... - _ ___ ._ - rI -tez T_ Standard Load - 40 psf 115 psf Tributary ry 00 0 6 OOL — - -- - --------- � `_ 16-04-12 03-01-00 BO 3756 lbs LL 2004 lbs DL General Data 40 psf Version: US Imperial Member Type: Floor Beam Number of Spans: 2 Left Cantilever: No Right Cantilever: Yes Slope: 0/12 Tributary: 00-06-00 Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD TM, BC OSB RIM BOARD TM, BOISE GLULAMT" VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND T" VERSA -STUD ®R, ALLJOIST® and AJSTM are trademarks of Boise Cascade Corporation. Page 1 of 1 B1 10000 lbs LL 4946 lbs DL Total Horizontal Length - 19-05-12 Load Summary ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf. Area Left 00-00-00 19-05-12 Live 40 psf 00-06-00 100% Dead 15 psf 00-06-00 90% 1 Conc. Pt. Left 15-11-00 15-11-00 Live 4891 lbs n/a 100% Dead 2691 lbs n/a 90% 2 Unf. Area Left 04-05-04 19-05-12 Live 40 psf 10-00-00 100% Dead 15 psf 10-00-00 90% 3 Conc. Pt. Left 04-05-04 04-05-04 Live 2337 lbs n/a 100% Dead 1550 lbs n/a 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Moment 27512 ft -lbs 78.7% 100% 4 1 -internal Neg. Moment -2820 ft -lbs 8.1% 100% 2 1 - Right End Shear 5702 lbs 52.7% 100% 4 1 - Left Cont. Shear 4745 lbs 43.8% 100% 2 1 - Right Total Load Defl. L/349 (0.564") 68.8% 4 1 Live Load Defl. L/514 (0.382") 93.3% 4 1 Total Neg. Defl. -0.339" 67.9% 4 2 - Right Support Max Defl. 0.564" 56.4% 4 1 Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-7/8". Minimum bearing length for B1 is 5". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a=2" b = 3" c=6" a d=12" a d Boise - BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Double 1 3/4" x 16" VERSA -LAM® 2900 SP File Name: 40536 13M-12 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: ICBG 5512, NER 629 Misc: B0, 3-1/2" 0/12 299 lbs 00-06-00 Live Load: 40 psf General Data 15 psf Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 00-06-00 Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMERO, BCIO, BC RIM BOARD TM, BC OSB RIM BOARDTM, BOISE GLULAMT"^ VERSA-LAMO, VERSA-RIMO, VERSA -RIM PLUS®, VERSA -STRAND TM, VERSA-STUDO, ALLJOIST® and AJSTAO are trademarks of Boise Cascade Corporation. Page 1 of 1 1 Standard Load - 40 psf 1 15 psf Tributary 00-06-00 Total Horizontal Length - 02-10-08 Load Summary ID Description Load Type Ref. Start End Type S Standard Load Unf. Area Left 00-00-00 02-10-08 Live Dead 1 Unf. Area Left 00-00-00 02-10-08 Live Dead Controls Summary Control Type Value Moment 215 ft -lbs Neg. Moment 0 ft -lbs End Shear 22 lbs Total Load Defl. L/257531 (0") Live Load Defl. L/383077 (0") Max Defl. 0" Bearing Supports Name Type Dim. (L x W) BO Post 3-1/2" x 3-1/2" B1 Post 3-1/2" x 3-1/2" B1, 3-1/2" 299 lbs Value Trib. Dur. 40 psf 00-06-00 100% 15 psf 00-06-00 90% 40 psf 03-00-00 100% 15 psf 03-00-00 90% % Allowable Duration Load Case Span Location 0.6% 100% 2 1 - Internal n/a 100% 0.2% 100% 2 1 - Left n/a 2 1 0.1% 2 1 n/a 2 1 % Allow % Allow Value Support Member Material 299 lbs 3.4% 2.9% Spruce -Pine -Fir 299 lbs 3.4% 2.9% Spruce -Pine -Fir Cautions Post at Bearing BO analyzed for bearing only, column analysis has not been performed. Post at Bearing B1 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (1-11240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram Member has no side loads. Connectors are: 16d Sinker Nails a=2" b=3" c=6" d=12" ---- d ---- b 80iSIE BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Double 1 3/4" x 16" VERSA -LAM® 2900 SP File Name: 40536 BM -13 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: ICBG 5512, NER 629 Misc: Standard Load - 40 psf 1 15 psf Tributary 00-06-00 701 lbs 701 lbs General Data 932 ft -lbs Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 00-06-00 Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD TIM, BC OSB RIM BOARD TM, BOISE GLULAMT" VERSA -LAW, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND T"° VERSA -STUD®, ALLJOIST® and AJSTA9 are trademarks of Boise Cascade Corporation. Page 1 of 1 Total Horizontal Length - 05-03-14 Load Summary 932 ft -lbs Neg. Moment 0 ft -lbs ID Description Load Type Ref. Start End Type Value Tri b. Dur. S Standard Load Unf. Area Left 00-00-00 05-03-14 Live 40 psf 00-06-00 100% Bearing Supports Dead 15 psf 00-06-00 90% 1 Unf. Area Left 00-00-00 05-03-14 Live 40 psf 04-00-00 100% Dead 15 psf 04-00-00 90% Controls Summary Control Type Value Moment 932 ft -lbs Neg. Moment 0 ft -lbs End Shear 350 lbs Total Load Deft L/32100 (0.002") Live Load Defl. L146939 (0.001 ") Max Defl. 0.002" Bearing Supports Name Type Dim. (L x W) BO Post 3-1/2" x 3-1/2" B1 Post 3-1/2" x 3-1/2" % Allowable Duration Load Case Span Location 2.7% 100% 2 1 - Internal n/a 100% 3.2% 100% 2 1 - Left 0.7% 2 1 1.0% 2 1 0.2% 2 1 % Allow % Allow Value Support Member Material 701lbs 7.9% 6.7% Spruce -Pine -Fir 701lbs 7.9% 6.7% Spruce -Pine -Fir Cautions Post at Bearing BO analyzed for bearing only, column analysis has not been performed. Post at Bearing B1 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram Member has no side loads. Connectors are: 16d Sinker Nails a=2„ b=3 -�-- c=6" a d=12" d .b. C .b. BOESE' BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14 52 Double 1 3/4" x 16" VERSA -LAM® 2900 SP File Name: 40536: BM -14 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: - — : �— ` -standard Load �0 psf 115 psf Tributary 00-06-00 [. 7 �- - •' • B0, 3-1/2" 2603 lbs LL 1042 lbs DL Total Horizontal Length - 08-04-12 B1, 3-1/2" 2603 lbs LL 1042 lbs DL General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Tri b. Dur. S Standard Load Unf. Area Left 00-00-00 08-04-12 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 1 1 Unf. Area Left 00-00-00 08-04-12 Live 40 psf 15-00-00 100% Left Cantilever: No Dead 15 psf 15-00-00 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value % Allowable Duration Load Case Span Location Tributary: 00-06-00 Moment 7650 ft -lbs 21.9% 100% 2 1 - Internal Neg. Moment 0 ft -lbs n/a 100% End Shear 2487 lbs 23.0% 100% 2 1 - Left Total Load Defl. L12480 (0.041") 9.7% 2 1 Live Load: 40 psf Live Load Defl. 03473 (0.029") 13.8% 2 1 Dead Load: 15 psf Max Defl. 0.041" 4.1% 2 1 Partition Load: 0 psf Duration: 100 Bearing Supports % Allow % Allow Disclosure Name Type Dim. (L x W) Value Support Member Material The completeness and accuracy of BO Post 3-1/2" x 3-1/2" 3645 lbs 41.0% 35.0% Spruce -Pine -Fir the input must be verified by anyone B1 Post 3-1/2" x 3-1/2" 3645 lbs 41.0% 35.0% Spruce -Pine -Fir who would rely on the output as evidence of suitability for a Cautions particular application. The output Post at Bearing BO analyzed for bearing only, column analysis has not been performed. above is based upon building Post at Bearing B1 analyzed for bearing only, column analysis has not been performed. code -accepted design properties and analysis methods. Installation of BOISE engineered wood Notes products must be in accordance Design meets Code minimum (L/240) Total load deflection criteria. with the current Installation Guide Design meets User specified (L/480) Live load deflection criteria. and the applicable building codes. Design meets arbitrary (1") Maximum load deflection criteria. To obtain an Installation Guide or if Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing you have any questions, please call (800)232-0788 before beginning Connection Diagram product installation. Member has no side loads. BC CALCO, BC FRAMERO, BCIO, Connectors are: 16d Sinker Nails BC RIM BOARD TM, BC OSB RIM BOARD TIA BOISE GLULAMTM, a = 2" --_.-.-- d - VERSA -LIMO, VERSA RIM®, 6" VERSA -RIM PLUSO, _a d = VERSA -STRAND TM • • • �"—'— VERSA-STUD@, ALLJOISTO and C AJSTm are trademarks of Boise Cascade Corporation. I i a b Page 1 of 1 B0iS = BC CALCO 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Double 1 3/4" x 16" VERSA-LAMO 2900 SP File Name40536 : BM -15 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier City, State, Zip: , FL Designer Customer: Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Viso 1 BO, 3-1/2" 3478 lbs General Data 2234 ft -lbs Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 00-06-00 Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, 3C RIM BOARDTm, BC OSB RIM 30ARD1m, BOISE GLULAMT"^ VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND Th^ VERSA -STUD ®R, ALLJOIST® and AJSTm are trademarks of Boise Cascade Corporation. Standard Load - 40 psf 115 psf J nbutary 00-06-00 Total Horizontal Length - 07-03-04 Load Summary ID Description Load Type Ref S Standard Load Unf. Area Left 1 Conc. Pt. Left Controls Summary Control Type Value Moment 2234 ft -lbs Neg. Moment 0 ft -lbs End Shear 423 lbs Total Load Defl. L/12796 (0.007) Live Load Defl. L/19019 (0.005") Max Defl. 0.007" Bearing Supports Name Type Dim. (L x W) BO Post 3-1/2" x 3-1/2" B1 Post 3-1/2" x 3-1/2" B1, 3-1/2" 481 lbs Start End Type Value Tri b. Dur. 00-00-00 07-03-04 Live 40 psf 00-06-00 100% Dead 15 psf 00-06-00 90% 00-07-12 00-07-12 Live 2603 lbs n/a 100% Dead 1042 lbs n/a 90% % Allowable Duration Load Case Span Location 6.4% 100% 2 1 -Internal n/a 100% 3.9% 100% 2 1 - Right 1.9% 2 1 2.5% 2 1 0.7% 2 1 % Allow % Allow Value Support Member Material 3478lbs 39.2% 33.4% Spruce -Pine -Fir 481lbs 5.4% 4.6% Spruce -Pine -Fir Cautions Post at Bearing BO analyzed for bearing only, column analysis has not been performed Post at Bearing B1 analyzed for bearing only, column analysis has not been performed Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram Member has no side loads. Concentrated loads are not considered in side load analysis. IConnectors are: 16d Sinker Nails a-2" d b=3" c=6" d=12" h Page 1 of 1 BOISE" BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Double 1 314" x 16" VERSA -LAM® 2900 SP File Name: 40536: BM -16 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: B0, 3-1/2" 1799 lbs LL 1100 lbs DL General Data 0/12 Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 00-06-00 Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD TPA, BC OSB RIM BOARDTA4, BOISE GLULAMT"^ VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND'', VERSA -STUD®, ALLJOIST® and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 2 Total Horizontal Length - 06-00-00 Load Summary 8007 ft -lbs Neg. Moment 0 ft -lbs ID Description Load Type Ref. Start End S Standard Load Unf. Area Left 00-00-00 06-00-00 1 Conc. Pt. Left 03-00-00 03-00-00 2 Conc. Pt. Left 04-01-08 04-01-08 3 Unf. Lin. 4 Unf. Lin. Controls Summary Control Type Value Moment 8007 ft -lbs Neg. Moment 0 ft -lbs End Shear 3285 lbs Total Load Defl. 03597 (0.02") Live Load Defl. L/5455 (0.013") Max Defl. 0.02" Bearing Supports Name Type BO Post B1 Post Left 04-01-08 06-00-00 Left 00-00-00 06-00-00 Dim. (L x W) 3-1/2" x 3-1/2" 3-1/2" x 3-1/2" B1, 3-1/2" 3656 lbs LL 1812 lbs DL Type Value Trib. Dur. Live 40 psf 00-06-00 100% Dead 15 psf 00-06-00 90% Live 2071 lbs n/a 100% Dead 8461bs n/a 90% Live 1241 lbs n/a 100% Dead 507 lbs n/a 90% Live 1079 plf n/a 100% Dead 405 plf n/a 90% Live 0 plf n/a 100% Dead 110 plf n/a 90% % Allowable Duration 22.9% 100% n/a 100% 30.3% 100% 6.7% 2 8.8% % Allow 2.0% Member Material % Allow Value Support 2899 lbs 32.6% 5468 lbs 61.6% Load Case Span Location 2 1 -internal 2 1 - Right 2 1 2 1 2 1 % Allow Member Material 27.8% Spruce -Pine -Fir 52.5% Spruce -Pine -Fir Cautions Post at Bearing BO analyzed for bearing only, column analysis has not been performed. Post at Bearing B1 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing 800 BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Double 1 3/4" x 16" VERSA -LAM® 2900 SP File Name: 40536 BM -16 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a=2" b=3" c=6" d=12" Page 2 of 2 d .b sois1E BC CALCO 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Double 1 3/4" x 16" VERSA -LAM@ 2900 SP File Name: 40536: BM -17 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: ICBG 5512, NER 629 Misc: \3// \\4/' 1, i • 2 _ j Standard Load - 40 psf 115 psf Tributary 00-06-001 j B0, 3-1/2"B1, 3-1/2" 7070 lbs 8397 lbs Total Horizontal Length - 15-01-12 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf. Area Left 00-00-00 15-01-12 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 1 1 Conc. Pt. Left 14-01-12 14-01-12 Live 3656 lbs n/a 100% Left Cantilever: No Dead 1812 lbs n/a 90% Right Cantilever: No 2 Unf. Area Left 00-00-00 14-01-12 Live 40 psf 02-00-00 100% Dead 15 psf 02-00-00 90% Slope: 0/12 3 Conc. Pt. Left 03-00-00 03-00-00 Live 403 lbs n/a 100% Tributary: 00-06-00 Dead 1666lbs n/a 90% 4 Conc. Pt. Left 04-00-00 04-00-00 Live 2955lbs n/a 100% Dead 1208lbs n/a 90% 5 Unf. Lin. Left 00-00-00 14-01-12 Live 0 plf n/a 100% Live Load: 40 psf Dead 110 plf n/a 90% Dead Load: 15 psf Partition Load: 0 psf Controls Summary Duration: 100 Control Type Value % Allowable Duration Load Case Span Location Moment 24105 ft -lbs 69.0% 100% 2 1 -internal Disclosure Neg. Moment 0 ft -lbs n/a 100% The completeness and accuracy of End Shear 6719 lbs 62.1% 100% 2 1 - Left the input must be verified by anyone Total Load Defl. L/450 (0.404") 53.4% 2 1 who would rely on the output as Live Load Defl. L/864 (0.21 ") 55.5% 2 1 evidence of suitability for a Max Defl. 0.404" 40.4% 2 1 particular application. The output above is based upon building Bearing Supports code -accepted design properties % Allow % Allow and analysis methods. Installation Name Type Dim. (L x W) Value Support Member Material of BOISE engineered wood products must be in accordance BO Post 3-1/2" x 3-1/2" 7070 lbs 79.6% 67.9% Spruce -Pine -Fir with the current Installation Guide B1 Post 3-1/2" x 3-1/2" 8397 lbs 94.5% 80.6% Spruce -Pine -Fir and the applicable building codes. Cautions To obtain anInstallation Guide or if you have any questions, please call Post at Bearing BO analyzed for bearing only, column analysis has not been performed. (800)232-0788 before beginning Post at Bearing B1 analyzed for bearing only, column analysis has not been performed. product installation. Notes BC CALC®, BC FRAMER®, BCI®, Design meets Code minimum (L/240) Total load deflection criteria. BC RIM BOARD TM, BC OSB RIM Design meets User specified (L/480) Live load deflection criteria. BOARDT"', BOISE GLULAM TM, Design meets arbitrary (1") Maximum load deflection criteria. VERSA -LAM®, VERSA -RIM®, Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing VERSA -RIM PLUS®, VERSA -STRAND TM, VERSA -STUD®, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 2 BOISE BC CALC® 2003 DESIGN REPORT - US Double 1 3/4" x 16" VERSA -LAM® 2900 SP File Name: 40536: BM -17 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a=2" A b=3" c=6" a d = 12" a Page 2 of 2 Tuesday, March 23, 2004 14:52 U I— C Tuesday, March 23, 2004 14:52 noises BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Single 16" AJSTm 20 MSR File Name: 40536: F10 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: BOCA 22-09, SBCCI 9707D, ICBO PFC-5504 Misc: B0, 2-1/2" 766 lbs Veneral uata Version: US Imperial Member Type: Joist Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 OC Spacing: 24" Repetitive: Yes Construction Type: Glued Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD TM, BC OSB RIM BOARD TM, BOISE GLULAMT^^ VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND TM, VERSA -STUD®, ALLJOIST® and AJSTI are trademarks of Boise Cascade Corporation. Page 1 of 1 Standard Load 40 psf 115 psf OC Spacing 24" Total Horizontal Length - 13-11-02 Load Summary ID Description Load Type S Standard Load Unf. Area Controls Summary Control Type Value Moment 2667 ft -lbs Neg. Moment 0 ft -lbs End Reaction 766 lbs Total Load Defl. L/1268 (0.132") Live Load Deft 01744 (0.096") Max Defl. 0.132" Span / Depth 10.4 Bearing Supports Ref. Start End Type Left 00-00-00 13-11-02 Live Support Dead % Allowable Duration 45.4% 100% n/a 100% 67.0% 100% 18.9% 27.5% 13.2% Design meets User specified (L/480) Live load deflection criteria. n/a B1, 2-1/2" 766 lbs Value OCS Dur. 40 psf 24" 100% 15 psf 24" 90% Load Case Span Location 2 1 -Internal 2 1 - Left 2 1 2 1 2 1 1 % Allow % Allow Name Type Dim. (L x W) Value Support Member Material BO Wall/Plate 2-1/2" x 2-1/2" 766 lbs 28.8% n/a Spruce -Pine -Fir B1 Wall/Plate 2-1/2" x 2-1/2" 766 lbs 28.8% n/a Spruce -Pine -Fir Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing BOISE BC CALCO 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Single 16" AJSTv` 20 MSR File Name: 40536: F11 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip:. FL Designer: Customer: Company: Lumber Unlimited Code reports: BOCA 22-09, SBCCI 9707D, ICBG PFC-5504 Misc: -- —I -- -- — , - _' ' Standard Load 40 psf 115 psf OC Spacing 24" -- BO, 2-1/2" - 440 lbs B1, 2-1/2" 440 lbs Total Horizontal Length - 08-00-00 "enerai uata Version: US Imperial Member Type: Joist Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 OC Spacing: 24" Repetitive: Yes Construction Type: Glued Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER@, BCI@, 3C RIM BOARD TM, BC OSB RIM BOARD TM, BOISE GLULAMT"" VERSA -LAM@, VERSA -RIM@, VERSA -RIM PLUS@ VERSA -STRAND T"^ VERSA -STUD@, ALLJOIST® and AJS'm are trademarks of Boise Cascade Corporation. Page 1 of i Load Summary ID Description Load Type Ref. Start End Type S Standard Load Unf. Area Left 00-00-00 08-00-00 Live Dead Controls Summary Control Type Value Moment 880 ft -lbs Neg. Moment 0 ft -lbs End Reaction 440 lbs Total Load Defl. L/4653 (0.021 ") Live Load Defl. L/6397 (0.015") Max Defl. 0.021" Span / Depth 6.0 % Allowable Duration 15.0% 100% n/a 100% 38.5% 100% 5.2% 16.6% 7.5% Wall/Plate 2-1/2" x 2-1/2" 440 lbs 2.1% n/a Spruce -Pine -Fir n/a Value OCs Dur. 40 psf 24" 100% 15 psf 24" 90% Load Case Span Location 2 1 -Internal 2 1 - Left 2 1 2 1 2 1 1 Bearing Supports Name Type Dim. (L x W) Value % Allow Support % AI low Member Material BO Wall/Plate 2-1/2" x 2-1/2" 440 lbs 61 16.6% n/a Spruce -Pine -Fir Wall/Plate 2-1/2" x 2-1/2" 440 lbs 16.6% n/a Spruce -Pine -Fir Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing BOISE BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Single 16" AJSTm 20 MSR Job Name: #40536 JOHN DAVIE File Name: 40536 F12 Address: BEACH AVE ATLANTIC BCH. Description: City, State, Zip:. FL Specifier: Customer: Designer: Code reports: BOCA 22-09, SBCCI 9707D, ICBO PFC-5504 Company: Lumber Unlimited Misc: Standard Load - 40 psf 1 15 psf OC_S; ---- — 767 lbs General Data Version: US Imperial Member Type: Joist Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0112 OC Spacing: 24" Repetitive: Yes Construction Type: Glued Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. 3C CALC®, BC FRAMERO, BCI@, 3C RIM BOARDTm, BC OSB RIM BOARD TM, BOISE GLULAM- VERSA-LAMO, VERSA -RIM@, VERSA -RIM PLUS@, VERSA -STRAND TM VERSA -STUD@, ALLJOIST@ and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 ig 24' Total Horizontal Length - 13-11-04 Loaa summary ID Description Load Type Ref. Start End Type S Standard Load Unf. Area Left 00-00-00 13-11-04 Live Dead Controls Summary Control Type Value Moment 2671 ft -lbs Neg. Moment 0 ft -lbs End Reaction 767 lbs Total Load-Defl. L/1266 (0.132") Live Load Defl. L/1741 (0.096") Max Defl. 0.132" Span / Depth 10.5 Bearing Supports % Allowable Duration 45.5% 100% n/a 100% 67.0% 100% 19.0% 28.9% 27.6% Notes 13.2% n/a B1, 2-1/2" 767 lbs Value OCs Dur. 40 psf 24" 100% 15 psf 24" 90% Load Case Span Location 2 1 -internal 2 1 - Left 2 1 2 1 2 1 1 Name Type Dim. (L x W) Value % Allow Support % Allow Member Material BO Wall/Plate 2-1/2" x 2-1/2" 767 Ibs B1 Wall/Plate 2-1/2" 2-1/2" 28.9% n/a Spruce -Pine -Fir x 767 lbs 28.9% n/a Spruce -Pine -Fir Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 112 intermediate bearing BOISE", BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Single 16" AJSTm 20 MSR File Name: 40536 : F13 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: BOCA 22-09, SBCCI 9707D, ICBO PFC-5504 Misc: BO, 2-1/2" 867 lbs General Data Version: US Imperial Member Type: Joist Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 OC Spacing: 24" Repetitive: Yes Construction Type: Glued Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTM, BC OSB RIM BOARDn', BOISE GLULAMT"^ VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND T" VERSA -STUD®, ALLJOIST® and AJSTM are trademarks of Boise Cascade Corporation. Page 'i of r Standard Load 40 psf 15 psf OC Spacing 24" Total Horizontal Length - 15-09-04 Loaa Summary ID Description Load Type Ref. Start End Type S Standard Load Unf. Area Left 00-00-00 15-09-04 Live Dead Controls Summary Control Type Value Moment 3420 ft -lbs Neg. Moment 0 ft -lbs End Reaction 867 lbs Total Load Defl. L/917 (0.206") Live Load Defl. L/1261 (0.15') Max Defl. 0.206" Span / Depth 11.8 % Allowable Duration 58.2% 100% n/a 100% 75.8% 100% 26.2% Support 38.1% BO Wall/Plate 2-1/2" x 2-1/2" 867 lbs 20.6% n/a Spruce -Pine -Fir n/a 32.7% B1, 2-1/2" 867 lbs Value OCs Dur. 40 psf 24" 100% 15 psf 24" 90% Load Case Span Location 2 1 -Internal 1 - Left 1 1 1 1 Bearing Supports % Allow % Allow Name Type Dim. (L x W) Value Support Member Material BO Wall/Plate 2-1/2" x 2-1/2" 867 lbs 32.7% n/a Spruce -Pine -Fir B1 Wall/Plate 2-1/2" x 2-1/2" 867 lbs 32.7% n/a Spruce -Pine -Fir Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Boise - BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Single 16" AJSTm 20 MSR File Name: 40536: F14 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: BOCA 22-09, SBCCI 9707D, ICBO PFC-5504 Misc: _j Standard Load 40 psf 115 psf OC Spacing 24" 13-09-00 16-03-00 B0, 2-1/2" B1, 3-1/2" B2, 2-1/2" 631 lbs 2074 lbs 753 lbs General Data Version: US Imperial Member Type: Joist Number of Spans: 2 Left Cantilever: No Right Cantilever: No Slope: 0/12 OC Spacing: 24" Repetitive: Yes Construction Type: Glued Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER@, BCI@, BC RIM BOARDTM, BC OSB RIM BOARD TM, BOISE GLULAMT" VERSA -LAM@, VERSA -RIM@, VERSA -RIM PLUSO, VERSA-STRANDTm, VERSA -STUD@, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation, Page 1 of 1 Total Horizontal Length - 30-00-00 Load Summary ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf. Area Left 00-00-00 30-00-00 Live 40 psf 24" 100% Dead 15 psf 24" 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Moment 3158 ft -lbs 53.8% 100% 2 2 - Left Neg. Moment -3158 ft -lbs 53.8% 100% 2 1 - Right End Reaction 753 lbs 65.8% 100% 5 2 - Right Int. Reaction 2074 lbs 70.8% 100% 2 2 - Left Cont. Shear 1088 lbs 52.7% 100% 2 2 - Left Total Load Defl. L/1323 (0.147") 18.1% 5 2 Live Load Defl. 01690 (0.115") 28.4% 5 2 Total Neg. Defl. -0.04" 8.1% 5 1 Max Defl. 0.147" 14.7% 5 2 Span / Depth 12.2 n/a 2 Bearing Supports % Allow % Allow Name Type Dim. (L x W) Value Support Member Material BO Wall/Plate 2-1/2" x 2-1/2" 631 lbs 23.7% n/a Spruce -Pine -Fir B1 Wall/Plate 3-1/2" x 2-1/2" 2074 lbs 55.8% n/a Spruce -Pine -Fir B2 Wall/Plate 2-1/2" x 2-1/2" 753 lbs 28.3% n/a Spruce -Pine -Fir Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing L W BOISE" BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 200414:52 Single 16" AJSTm 20 MSR File Name: 40536 : F15 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City. State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: BOCA 22-09, SBCCI 9707D, ICBO PFC-5504 Misc: I Standard Load 40 psf 115 psf OC Spacing 24" -- --- - B�03-00-05 16-00-11, 2-1/2" B1, 3-1/2" 0 Ibs 2229 lbs B2. 2-1/2" 697 lbs uenerat uata Version: US Imperial Member Type: Joist Number of Spans: 2 Left Cantilever: No Right Cantilever: No Slope: 0/12 OC Spacing: 24" Repetitive: Yes Construction Type: Glued Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD Im, BC OSB RIM BOARD TM, BOISE GLULAMT"^ VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND TM, VERSA -STUD®, ALLJOIST® and AJ STI are trademarks of Boise Cascade Corporation. Nage 1 of i Total Horizontal Length - 19-01-00 Load Summary ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf. Area Left 00-00-00 19-01-00 Live 40 psf 24" 100% Dead 15 psf 24" 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Moment 3003 ft -lbs 51.1% 100% 2 2 - Left Neg. Moment -3003 ft -lbs 51.1% 100% 2 1 - Right End Reaction -942lbs 82.4% 100% 5 1 - Left Int. Reaction 2229lbs 76.1% 100% 2 1 - Right Cont. Shear 1159lbs 56.1% 100% 2 1 - Right Uplift 942lbs n/a 5 1 - Left Total Load Defl. L/1667 (0.116") 14.4% 5 2 Live Load Defl. L/2288 (0.084") 21.0% 5 2 Total Neg. Defl. -0.019" 3.8% 5 1 Max Defl. 0.116" 11.6% 5 2 Span / Depth 12.0 n/a 2 Bearing Supports Name Type Dim. (L x W) % Allow Value Support % Allow Member Material BO Wall/Plate 2-1/2" x 2-1/2" B1 0 Ibs 0.0% n/a Spruce -Pine -Fir Wall/Plate 3-1/2" x 2-1/2" B2 2229lbs 59.9% n/a Spruce -Pine -Fir Wall/Plate 2-1/2" x 2-1/2" 697lbs 26.2% n/a Spruce -Pine -Fir Cautions Uplift of 942 lbs found at span 1 - Left. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing iMiSE BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Single 16" AJSTm 20 MSR File Name: 40536 : F16 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: BOCA 22-09, SBCCI 9707D, ICBO PFC-5504 Misc: BO, 2-1/2" 694 lbs General Lata Version: US Imperial Member Type: Joist Number of Spans: 2 Left Cantilever: No Right Cantilever: No Slope: 0/12 OC Spacing: 24" Repetitive: Yes Construction Type: Glued Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC'E), BC FRAMER®, BCI®, BC RIM BOARD TM, BC OSB RIM BOARD TM, BOISE GLULAMT" VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND TM, VERSA -STUD®, ALLJOIST® and AJS11 are trademarks of Boise Cascade Corporation. Page 1 of 1 Standard Load - 40 psf 115 psf OC Spacing 24 15-00-00 z" 15-00-00 B1, 3-1/2" 2063 lbs Total Horizontal Length - 30-00-00 B2, 2-1/2" 694 lbs Load Summary ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf. Area Left 00-00-00 30-00-00 Live 40 psf 24" 100% Dead 15 psf 24" 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Moment 3094 ft -lbs 52.7% 100% 2 2 - Left Neg. Moment -3094 ft -lbs 52.7% 100% 2 1 - Right End Reaction 694 lbs 60.6% 100% 4 1 - Left Int. Reaction 2063 lbs 70.4% 100% 2 1 - Right Cont. Shear 1031 lbs 49.9% 100% 2 1 - Right Total Load Defl. L/1637 (0.11") 14.7% 4 1 Live Load Defl. L/2020 (0.089") 23.8% 4 1 Total Neg. Defl. -0.03" 6.0% 4 2 Max Defl. 0.11" 11.0% 4 1 Span / Depth 11.2 n/a 1 Bearing Supports % Allow % Allow Name Type Dim. (L x W) Value Support Member Material BO Wall/Plate 2-1/2" x 2-1/2" 694 lbs 26.1% n/a Spruce -Pine -Fir B1 Wall/Plate 3-1/2" x 2-1/2" 2063 lbs 55.5% n/a Spruce -Pine -Fir B2 Wall/Plate 2-1/2" x 2-1/2" 694 lbs 26,1% n/a Spruce -Pine -Fir Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing 80iSE.,. BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Single 16" AJSTm 20 MSR File Name: 40536 : F17 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: BOCA 22-09, SBCCI 9707D, ICBO PFC-5504 Misc BO, 2-1/2" 864 lbs General Data Version: US Imperial Member Type: Joist Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 OC Spacing: 24" Repetitive: Yes Construction Type: Glued Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD TM, BC OSB RIM BOARD TM, BOISE GLULAMT"" VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND TM VERSA -STUD®, ALLJOIST® and AJ STM are trademarks of Boise Cascade Corporation. Page 1 of 1 Standard Load 40 psfi 15 psf OC Spacing 24"- -- --- Total Horizontal Length - 15-08-08 Loau oummary ID Description Load Type Ref. Start End Type S Standard Load Unf. Area Left 00-00-00 15-08-08 Live Dead Controls Summary Control Type Value Moment 3393 ft -lbs Neg. Moment 0 ft -lbs End Reaction 864 lbs Total Load Defl. L/927 (0.203") Live Load Defl. L/1274 (0.148") Max Defl. 0.203" Span / Depth 11.8 % Allowable Duration 57.8% 100% n/a 100% 75.5% 100% 25.9% 32.5% 37.7% 864 lbs 20.3% n/a Spruce -Pine -Fir n/a B1, 2-1/2" 864 lbs Value OCs Dur. 40 psf 24" 100% 15 psf 24" 90% Load Case Span Location 2 1 - Internal 2 1 - Left 2 1 2 1 2 1 1 Bearing Supports Name Type Dim. (L x W) Value % Allow Support % Allow Member Material BO Wall/Plate 2-1/2" x 2-1/2" 864 lbs B1 Wall/Plate 2-1/2" x 2-1/2" 32.5% n/a Spruce -Pine -Fir 864 lbs 32.5% n/a Spruce -Pine -Fir Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing koisE BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Single 16" AJST'" 20 MSR Job Name: #40536 JOHN DAVIE File Name: 40136 : F18 Address: BEACH AVE ATLANTIC BCH. Description: Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: BOCA 22-09, SBCCI 9707D, ICBO PFC-5504 Misc: _ Standard Load 40 psf 115 psf OC Spacing 24 BO, 2-1/2" 277 lbs General Data Version: US Imperial Member Type: Joist Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 OC Spacing: 24" Repetitive: Yes Construction Type: Glued Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDT"', BC OSB RIM BOARD TM, BOISE GLULAMT"^ VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS RD, VERSA -STRAND T" VERSA -STUD( -R), ALLJOIST® and AJST"" are trademarks of Boise Cascade Corporation. Page 1 of 1 Total Horizontal Length - 05-00-06 Luau aummary ID Description Load Type Ref. Start End Type S Standard Load Unf. Area Left 00-00-00 05-00-06 Live Dead Controls Summary Control Type Value Moment 348 ft -lbs Neg. Moment 0 ft -lbs End Reaction 277 lbs Total Load Defl. L/11035 (0.005") Live Load Defl. L/15173 (0.004") Max Defl. 0.005" Span / Depth 3.8 % Allowable Duration 5.9% 100% n/a 100% 24.2% 100% 2.2% 3.2% 0.5% n/a B1, 2-1/2" 277 lbs Value OCs Dur. 40 psf 24" 100% 15 psf 24" 90% Load Case Span Location 2 1 -Internal 2 1 - Right 2 1 2 1 2 1 1 Bearing Supports % Allow % Allow Name Type Dim. (L x W) Value Support Member Material BO Wall/Plate 2-1/2" x 2-1/2" 277 lbs 10.4% n/a Spruce -Pine -Fir B1 Wall/Plate 2-1/2" x 2-1/2" 277 lbs 10.4% n/a Spruce -Pine -Fir Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Building, Planning & Zoning Inspection Department Date Requested: Contractor Name: Permit #: Property Address: Legal Description: CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY WORKSHEET Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: Alooe Single -Family Residence ❑ Commercial ❑ Other: Lowest Floor Elevation: S Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works Planning Dept. _ p �� e, Building Dept. Final Survey with FFE All Re -Inspect Fees Paid IUA-- j Yes Yes No M • MAP TO SHOW BOUNDARY SURVEY OF LOT 1, EXCEPT THE WEST 50 FEET, BLOCK 22 ACCORDING TO PLAT OF PLAT NO. 1, SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5 PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: JOHN DAVIE OCEAN BOULEVARD (60' RIGHT OF WAY) FD. 1/2" I.P. 50' CA o 0 ccoo c to allo WEST 50' OF LOT 1, ;a BLOCK 22 m m c� v;u v m 0 50.0' FD. 1/2' I.P. FD. REBAR LB 6085 0.51' EAST 90'3'29"' SET 1/2• I.P. LB 6465 LOT 2 - BLOCK 22 88'31'54"' F in .T MASONRY WALL LEGEND N N o 1 FD. FOUND I.P. IRON IPE FD 1/2' I.P. 50.0' FD EBAR LB 6085085 OC CONCR CXNX— F NCEETE BEACH AVENUE TIE BUILDING TIE TO PROPERTY LINE (40' RIGHT OF WAY) NOTES: 1. THIS SURVEY WAS MADE WITHOUT BENEFIT OF AN ABSTRACT OR OTHER TITLE INFORMATION. 2. UNDERGROUND UTILITIES, OTHER SUBSURFACE IMPROVEMENTS OR ENVIRONMENTAL CONDITIONS, IF ANY, WERE NOT LOCATED. 3. THE EXTENT OF FOOTINGS OR FOUNDATIONS WERE NOT DETERMINED. 4. FINISH FLOOR ELEVATION IS 16.8 NATIONAL GEODETIC VERTICAL DATUM (NGVD) 1929. LOT 1 ,.1.......mill EXCEPT THE WEST 50',,, 111oil BLOCK 221:11■11■IIII� •uwuuull iulam@ .. a w . ueuw■uw uuuuul � r►a� H, ��"""�'!r' � •' `fir' - �rr�■rruu L'a 71.111 1 1 1 ■1■111' 1nu■u • II�C.1111 .u.` 7::Y iii= u. STORY iu�....■ 111% c u.u.i NO. 113 iA 00 ,uuu• ► FINISH FLOOR Rio 5 iOr�P I 't ELEVATION - 16.79 7- ril �. ..rTl r ,. r 1 ...1...1..1.1 88'31'54"' F in .T MASONRY WALL LEGEND N N o 1 FD. FOUND I.P. IRON IPE FD 1/2' I.P. 50.0' FD EBAR LB 6085085 OC CONCR CXNX— F NCEETE BEACH AVENUE TIE BUILDING TIE TO PROPERTY LINE (40' RIGHT OF WAY) NOTES: 1. THIS SURVEY WAS MADE WITHOUT BENEFIT OF AN ABSTRACT OR OTHER TITLE INFORMATION. 2. UNDERGROUND UTILITIES, OTHER SUBSURFACE IMPROVEMENTS OR ENVIRONMENTAL CONDITIONS, IF ANY, WERE NOT LOCATED. 3. THE EXTENT OF FOOTINGS OR FOUNDATIONS WERE NOT DETERMINED. 4. FINISH FLOOR ELEVATION IS 16.8 NATIONAL GEODETIC VERTICAL DATUM (NGVD) 1929. Applicant: Address: Project: DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH, FLORIDA 32233-4318 TELEPHONE: (904) 247-5834 FAX: (904) 247-5843 SUNCOM: 852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # 04- 29317 J. DAN/ I� 113 4TN SjREE.T 9t5IMNT1P1. bT"NlM ❑ Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. 41, Your permit application has been reviewed by the Public Works Department and the following items need attention: Impervious area calculations for entire lot required. Include paving material to be used. Maximum coverage allowed is 2310 sq.ft. On site retention volume calculations and storage location required (LDR 24-66{bl), Example attached. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247-5834. Review by Rick Carper, P.E., Public Works Director Date I� 3 Sign e Contractor Notified Date M , ��/��/�/� CITY OF ATLANTIC BEACH OK 0 '9 2004 CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 Atlantic Beach, Florida 32233-5445 E " t', _. 1 r Fax 904-247-5845 Date •r�� . Job Address_ �� }• �",�'� • �'j�~j•, Permitee: ' PERMIT # ISSUED BY THE CITY Telephone # Permittee Address S&P, lv `iT a-a-oubhG ,prCh Requesting Permission to Construct: LG � Jat chits W Location: (Reference to Cross -Street) bedf�h Q/K , ' '% • tScK ✓1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes ( ) No fX) Date: Bell South Telephone Company Yes ( ) No (xJ Date: Ferrell Gas Yes ( ) No (iy Date: Comcast Yes ( ) No pca Date: ,,---,2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Bea c or Florida Department of Transportation Standards and be performed under the supervision of (Contractor's Project Superintendent) located at l H'2 Telephone* .4 -6211T. 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with -'?>_ days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. —,,,8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. /9. The Director of Public .Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER Signed: Date: 1,2 ' -F` LEO C. HARMAN Before th' of a in th unty of Duval, Notary Public, Slate of Florida State Of Florida, h personally appeared �' ` My ccr, rn, expires Jan. 27, 2006 Notary Public at Large, State of FI 'da C -2 Y& Duval. No. DD8660 My commission expires: Z t�C� .. —1---', Personally Known: _ or Produced Identification: Runoff Volume Calculations (Ref City of Atlantic Beach Zoning, Subdivision and Land Development Regulations, Section 24-66(b): Volume calculations for lots that require on-site storage should be based on the difference in run- off volume generated by the new impervious area ("delta volume") and would be calculated by: V=CAR/12, where V = volume of storage in cubic feet, A = area of the lot in square feet, R = 25 year and 24 hour rainfall depth (9.3 inches) over the lot area, and C = run-off coefficient, which is 0.6 for the 50% maximum impervious coverage; 0.4 for 25% impervious coverage, and 0.2 for 0% impervious coverage. This delta volume (post V minus pre V in cubic feet) must be stored at least 1 foot above the wet season water table and below the overflow point to off-site (in many cases this may be the adjacent road elevation). As an option, and as approved by the Director of Public Works, the owner of the parcel to be developed or redeveloped may implement, at the applicant's cost, off-site storage and necessary conveyance to control existing flood stages off-site. Sample Calculation: Assume previously developed lot size of 100'x 50'= 5000 ft2, with existing structure to be removed. Predevelopment: Runoff Volume = 0.4 (previous house slab/driveway removed) * 5000 fie *9.3 in./12in./ft V = 1550 ft3 Post development: Runoff Volume = 0.6 (50% impervious surface) * 5000 ft *9.3 in./12in./ft V = 2325 ft3 Delta Volume = 2325 ft3 - 1550ft3 -1775 ft3 (This is the volume of storage that must be provided for this lot, either on the building site, or with Public Works approval, offsite). Required Documentation: Include a block or section on the Paving and Drainage Plan showing the requirement and amount of storage provided. (See example below) Stormwater Storage Requirements Area Percent Impervious Runoff Volume Predevelo meat Fe F Post Development Fe Ft Storage Volume Required: F Storage Volume Provided: Ft �R- DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH, FLORIDA 32233-4318 TELEPHONE: (904) 247-5834 FAX: (904) 247-5843 SUNCOM: 852-5834 http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 0� • 2 °I3� 7 Applicant: J • 1) 1� Address: 03 4V 51VR 1 project:nIVIE*M Your application is approved as noted by the Public Utilities Department. Final applicationapproval must come from the Building Department. a Your permit application has been reviewed by the. Public Utilities. Department and the following items need attention: Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Revi d by Donna Kaluzniak, Public Utilities Director Date S i afore "-1 x Contractor Notified Date ej]Al L&j /9-/(,5-/0y CITY OF ATLANTIC BEACH 0EK' 0 9 2004 CONSTRUCTION PERMIT WITH N CITY RIGHTS OF WAY AND E 'SEMENTS 800 Seminole Road 904-247-5800 Atlantic Beach, Florida 32233-5445 Fax 904-247-5845 Date- ,� 1L• � ll� • �_..._._.._.__. PERMIT # Job Address Y' -4l1 • ISSUED BY THE CITY Permitee: A� ' my/ ' Telephone # Permittee Address S&P, & a bG beAeh, Requesting Permission to Construct: TN Location: (Reference to Cross -Street) beach an .4th • StRc&_ ✓1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes ( ) No pX) Date: Bell South Telephone Company Yes ( ) No (?v Date: Ferrell Gas Yes ( ) No (iy Date: Comcast Yes ( ) No (>q Date: ,,--,'2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Bea c or Florida Department of Transportation Standards and be performed under the supervision of On E.• (Contractor's Project Superintendent) located at 11S -4M Telephone* L4- r:12 / $. 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. �6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with J days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. . 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. /9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER ,, Signed: �� Date: 1 %� ' �;: A� ' LEd C. HAS RP�ON� Before th' of in th • unty of Duval,. 'votary Public, State of Florida State Of Florida, h ersonall appeared °' ` ' p y pp � My ccmrn. expires Jan 21. 2006 Notary Public at Large, State of �I 'da C rltypf Duval No. DD866G3 My commission expires: Z IJh _., -___-_1___ ___fi Personally Known: or Produced Identification: MAP TO SHOW BOUNDARY SURVEY OF LOT 1, EXCEPT THE WEST 50 FEET, BLOCK 22 ACCORDING TO PLAT OF PLAT NO. 1, SUBDIVISION "A" ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5 PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 88.31'54"' F"=' i�.7' MASONRY WALL LEGEND: 1• aD I.P. IRON PIPE FD. 1/2' I.P. 500 FD. REBAR . FD. FOUND LB 6085 CXN-X- FENCES BEACH AVENUE TIE BUILDING TIE TO PROPERTY UNE (40' RIGHT OF WAY) NOTES: 1. THIS SURVEY WAS MADE WITHOUT BENEFIT OF AN ABSTRACT OR OTHER TITLE INFORMATION. 2. UNDERGROUND UTILITIES, OTHER SUBSURFACE IMPROVEMENTS OR ENVIRONMENTAL CONDITIONS, IF ANY, WERE NOT LOCATED. 3. THE EXTENT OF FOOTINGS OR FOUNDATIONS WERE NOT DETERMINED. A 17IM14ZW FI nna 171 FVATI(1N 14 1R R NATI(1NAI (;FO[)FTIC VFRTICAI. DATUM (NGVD) 1929_ FOR: JOHN DAVIE OCEAN BOULEVARD (60' RIGHT OF WAY) •BLOCK FD. 1/2' I.P. 50' T CA Co a WEST 50' OF LO CA z BLOCK 22D rn 0 .1 c� ;0 0m rn 0 0 88.31'54"' F"=' i�.7' MASONRY WALL LEGEND: 1• aD I.P. IRON PIPE FD. 1/2' I.P. 500 FD. REBAR . FD. FOUND LB 6085 CXN-X- FENCES BEACH AVENUE TIE BUILDING TIE TO PROPERTY UNE (40' RIGHT OF WAY) NOTES: 1. THIS SURVEY WAS MADE WITHOUT BENEFIT OF AN ABSTRACT OR OTHER TITLE INFORMATION. 2. UNDERGROUND UTILITIES, OTHER SUBSURFACE IMPROVEMENTS OR ENVIRONMENTAL CONDITIONS, IF ANY, WERE NOT LOCATED. 3. THE EXTENT OF FOOTINGS OR FOUNDATIONS WERE NOT DETERMINED. A 17IM14ZW FI nna 171 FVATI(1N 14 1R R NATI(1NAI (;FO[)FTIC VFRTICAI. DATUM (NGVD) 1929_ LB 6465 LOT 2 •BLOCK �. .1 LOT 1 r■u■.■m■■■. EXCEPT THE WEST 50',,.,22.S IIIIUIIp011 II11t11111 BLOCKIN ' It...rIt11/11 FENCE O �ttIC��ItI■111 111Irt1U11tr1111 . � (1 ,x .a" Pn Ir■OtIr11D 14 �.■111!■' -'0.3 - Ittlrrll' -T u.r. fall immy �■� ,uui3 STORY FRAME NO. 113 ■■■■■■/■ • to "j'i9' ■.■■■ , FINISH FLOOR �. > C.) C/) o c (n c 0 ;0 .... 13 C..1...r.r1.. 88.31'54"' F"=' i�.7' MASONRY WALL LEGEND: 1• aD I.P. IRON PIPE FD. 1/2' I.P. 500 FD. REBAR . FD. FOUND LB 6085 CXN-X- FENCES BEACH AVENUE TIE BUILDING TIE TO PROPERTY UNE (40' RIGHT OF WAY) NOTES: 1. THIS SURVEY WAS MADE WITHOUT BENEFIT OF AN ABSTRACT OR OTHER TITLE INFORMATION. 2. UNDERGROUND UTILITIES, OTHER SUBSURFACE IMPROVEMENTS OR ENVIRONMENTAL CONDITIONS, IF ANY, WERE NOT LOCATED. 3. THE EXTENT OF FOOTINGS OR FOUNDATIONS WERE NOT DETERMINED. A 17IM14ZW FI nna 171 FVATI(1N 14 1R R NATI(1NAI (;FO[)FTIC VFRTICAI. DATUM (NGVD) 1929_ PREPARED 12/13/04, 11:56:00 PAYMENTS DUE RECEIPT CITY OF ATLANTIC BEACH PROGRAM BP820L --------------------------------------------------------------------------- APPLICATION NUMBER: 04-00029377 113 4TH ST FEE DESCRIPTION AMOUNT DUE --------------------------------------------------------------------------- DRIVEWAY PERMIT 35.00 TOTAL DUE 35.00 Please present this receipt to the cashier with full payment. C)L oco� 1� CC: CITY OF ATLANTIC BEACH D. Ford BUILDING / ZONING DEPARTMENT L�Doegrr 'ns 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE: (904) 247-5800 FAX: (904) 247-5845 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application # 0! _ 19;11 Property Address: 113 PtT4 S1 01T Applicant: J - ' AV E Project: Rf G I MWI K TAN EW Pv This permit application has been: Please re-submitTp- ation when these items have been completed. Reviewed by: Date: 1 L - '69 �tr.:L4r JS r J3 �• CITY OF ATLANTIC BEACH] CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247-5800 n Atlantic Beach, Florida 32233-5445 Fax 904-247-5845 Date � Z • 9 • Job Address II M P;1.A1 I PERMIT # ISSUED BY THE CITY Telephone # Permittee Address i AhG�C� Requesting Permission to Construct: 0 Location: (Reference to Cross -Street) be i t 010,- 4N1 • Sbx& ✓1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes ( ) No (x) Date: Bell South Telephone Company Yes ( ) No Date: Ferrell Gas Yes( ) No Date: Comcast Yes ( ) No Date: ,,,-2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beac or Florida Department of Transportation Standards and be performed under the supervision of E• (Contractor's Project Superintendent) located at �� y�i'h Telephone #: T. 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. ,,,-6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. —,,..,8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City, of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. /9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER Signed: I Date: 1,2 ' .q LEO C. HARMON Before th' of Oin _thq unty of Duval, Notary Puulic. State of Florida State Of Florida, h personally appeared My comrn. expires Jan. 27. 2006 Notary Public at Large, State ofTlgrida C rlty of Duval. Nc. DD86603 My commission expires: / Z % �Q9Cr--. Personally Known: or Produced Identification: MAP TO SHOW BOUNDARY SURVEY OF PLAT No. LOT 1, EXCEPT THE WEST 50 FEET, BLOCK 22 ACCORDING TO PLAT 1, SUBDIVISION „A" ATLANTIC EACH AS RRENT PUBLBC RECORDS OF DUVALRDED NCOUNTY, PLAT O�ORIDAK 5 AGE 69 OF THE CU FOR: JOHN DAVIE OCEAN BOULEVARD (60' RIGHT OF WAY) FD. 112' I.P.FWWE City of Altar& Plamdnp Ond zoniy 0"wwa: This a rnvot VW400 OMIpMMi00 i zoning subdIVIRson !M OtMI Ie00a tend devaio Ment Ngufeabm, Mit O9M Mt MMMT apply I for the ISSU W Of CCNU 0"' %d hr� i da BupdMg Code and NI GOW OT 1, id& , ate and Federal pelliftce � verified efg"aalue Of the t wilding praot 19O/ B B I Permit. A�ommDate: ..� �... NOTES: 1. THIS SURVEY WAS MADE WITHOUT BENEFIT OF AN ABSTRACT OR OTHER TITLE INFORMATION. 2. UNDERGROUND UTILITIES, OTHER SUBSURFACE IMPROVEMENTS OR ENVIRONMENTAL CONDITIONS, IF ANY, WERE NOT LOCATED. 3. THE EXTENT OF FOOTINGS OR FOUNDATIONS WERE NOT DETERMINED. _. ___ -.-. ... .. ... r..... .. ..ri.r.rr,n .AMM nA, TATIMA rKlfNXl '% 1n0O SET 1/2* I.P. 50,0 LB 6465 LOT 2 FD. 1/2' I.P. FD. REBAR i 1. BLOCK 22 LB 6085 0.51' EAST 0.2' 90'3'29"' 89'56' 31 "' 12.0' 10.2' r - U " A/C'S LOT 1 3' EXCEPT THE WEST 50' ?'a I $ u FENCE ON UNE BLOCK 22 8 N 3, 8 0' a 3 STORY FRAME T N _ P C — O _a NO. 113 i,+ 3.0' J a � W N FlNISH FLOOR 5 -17�y Ot ELEVATION a 16.79 m = --I m 0 m n 0' D n 0(f) O to cn O v ¢ v my �, — rn m v D13.7' M2nd 30 3' - BALCON P. o 75.0' 0.6' 88'31'54"' .i MASONRY WALL LEGEND: N06 I.P. IRON PIPE FD. 1/2" I.P. 50.0' EBAR L' 600 FD. FOUND CONC CONCRETE BEACH AVENUE —X—X— FENCE TIE BUILDING TIE TO PROPERTY LINE (40' RIGHT OF WAY) NOTES: 1. THIS SURVEY WAS MADE WITHOUT BENEFIT OF AN ABSTRACT OR OTHER TITLE INFORMATION. 2. UNDERGROUND UTILITIES, OTHER SUBSURFACE IMPROVEMENTS OR ENVIRONMENTAL CONDITIONS, IF ANY, WERE NOT LOCATED. 3. THE EXTENT OF FOOTINGS OR FOUNDATIONS WERE NOT DETERMINED. _. ___ -.-. ... .. ... r..... .. ..ri.r.rr,n .AMM nA, TATIMA rKlfNXl '% 1n0O John E. Davie General Contractor (CGC2021992) x EC' 2 44 382 6th Street Atlantic Beach, FL 32233 IP Tel & Fax: (904) 249-3418 Mobile: (904) 424-5218 Email: Jdavieone@aol.com • �Q•e : 113, 4A S7: ATixwb� 8eetcA . fk"PeAtWaw A Rea. Weala t -'Ono. Sire A"n, • -41586-15 -9-F. 13 .9 p6o IP'"e ( tn c Z - A - C - foa� a -Skeop) I ro1ig �r. 3rr-ck park- ct �2 ew G a . V I -s ''" �. .'586 s•,:. 76 -bat lmperzviow$ Otteea► , •. 0666 5.F 0 4 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029377 Date 12/13/04 Property Address . . . . . . 113 4TH ST Tenant nbr, name . . . . . . RESIDENTIAL DRIVEWAY Application description . . . RIGHT OF WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor DAVIE, JOHN E. DAVIE, JOHN E. 113 4TH STREET 2404 HUBBARD ST. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32206 (904) 424-5218 (904) 249-3418 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . 35.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total Charged Paid ---------- ---------- 35.00 35.00 .00 .00 35.00 35.00 Credited Due ---------- ---------- .00 .00 .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WrM ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. x BUILDIN , CIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028853 Date 8/11/04 Property Address . . . . . . 113 4TH ST Tenant nbr, name . . . . . . GAS PIPING/FIREPLACE Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ DAVIE, JOHN SAWYER GAS COMPANY 113 4TH STREET 411 PABLO AVENUE ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-6471 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 100.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total Charged Paid ---------- ---------- 100.00 100.00 .00 .00 100.00 100.00 Credited Due ---------- ---------- .00 .00 .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING DES. . C - 10j`4k* BUILDING OFFICIAL yLy f r ICITY OF ATLANTIC BEACH A.: MECHANICAL PERMIT APPLICATIO s3 ? Date: Property Address: �� 7� S ► �'e�ET Owner: opo D Avis Co NUJ LLQ Telephone #: Contractor: S fxw t,L=e( G a S Telephone #: Contractor Address: '' % Pi� t✓ M Nv Fax #: 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. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: ❑ Electric ❑ Gas: LP _Natural _Central Utility ❑ Oil ❑ Other – Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat Space _ Recessed _ Central _ Floor Residential _ ❑ Air Conditioning: —Room _ Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfm El Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm ❑ Fire Sprinklers: Number of Heads ❑ Existing Building ❑ Elevator: Manlift Escalator (Number) ❑ Replacement of Existing System _ _ ❑ Gasoline Pumps (Number) E3Tanks (Number) IQ New Installation (No system previously installed) ❑ LPG Containers (Number) ❑ Unfired Pressure Vessel ❑ Boilers 'Zif, Gas Piping ❑ Extension or Add-on to Existing System ❑ Other - Specify ❑ Other – Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton' s Agency HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model # Manufacturer BTU's Agency AG A TANKS Nominal Capacity Type Liquid Serial Approving How Many & Dimensions Contained Manufacturer No. Agency 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us 0 q CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028114 Date 4/19/04 Property Address . . . . . . 113 4TH ST Tenant nbr, name . . . . . . 60 AMP TEMP POLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ DOWLING, PETE BIVINS ELECTRIC CO. 113 4TH STREET 1004 SOUTH SECOND STREET ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 249-4308 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary ----------------- Permit Fee Total Plan Check Total Grand Total Charged Paid ---------- ---------- 70.00 70.00 .00 .00 70.00 70.00 Credited Due ---------- ---------- .00 .00 .00 .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. r J • 0__, �. Jan 29 04 11:46a Information Systems 247-5845 p.l I Proaerty Address: CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Owner: Telephone #: Contractor: I / Telephone #: Contractor Address: Fax #: 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 1 ordinance and standards of good practice listed therein. Building: New It Old ❑ Re -wire Building Type: Cl Trailer Residence W Temp. C3 Commercial ❑ Signs '>n ❑ Addition Sq. Ft. Service: ❑ New c ❑ Increase ❑ Repair Itother construction is being done on this building or site, list the building Permit number: Conductor Size: AMPS: C&COPPER ALUffNTJM i Switch or Breaker AMPS PH W RACE f id VOLT WAY Existing Service Size AMPS PH W RACE VOLT WAY Feeders: NO. SIZE I NO SIZE NO SIZE ! Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches 0 10 AMPS It 100 A MPR Incandescent Fluorescent & M.V. i Fixed Appliances 0 10 AviPS OVER BELL TRANSFER. Air Conditioning } H.P.RATING COMP. MOTOR H.P. RATING OTHER MOTORS A:KPS CEILING HEAT KW -HEAT i Motors 0-1 H.P. VOLTAGE PH NO. OVER I H.P. PHS I l Transformers UtvD�R40oV OVFK6aov NO. KVA NO. KVA No.Neon_Transf. I Ea._Sign Miscellaneous "t1� SUU Seminole Koad - Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 - Fax: (904) 247-5845 - http://ww-w.cLatlantic- beach. ILus CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . 04-00028021 Date 5/04/04 Property Address . . . . . 113 4TH ST Tenant nbr, name . . . . . . NEW SFR 1070RAD/3190SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 313748 Owner Contractor HAMMILL, TIM & JEANNE DAVIE, JOHN E. 92 ELDERBERRY TRL 2404 HUBBARD ST. ONTARIO CN K7H3C6 JACKSONVILLE FL 32206 (905) 713-0005 (904) 249-3418 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc INSTALL 21 FIXTURES Sub Contractor PLUMB -PAL, INC. Permit Fee . . . . 182.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . 0 Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 182.00 182.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 182.00 182.00 .00 .00 4 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 DAPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS 4CHREPART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. t (r qmk BUILDING OFFICIAL CITY OF ATLANTIC BEACH s PLUMBING PERMIT APPLICATION �r Date: s ' Y 7-4 TL Property Address: 113 V Owner: &q vt M, LC %c_� (dr— r' Telephone #: Contractor: C - Telephone #: 2 YC Contractor Address:=T'91(= Fax In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, New list the building permit number: ❑ Re -Pipe 0 21( Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers % Sinks Disposals © Urinals © Floor Drains Washing Machine b Lavatory t` Water Sewer Water Heaters Wither Fees Permit Issuing Fee: $35.00 Total Fixtures:_ X $7.00 + $35.00 = 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 . Fax: (904) 247-5845 • http://www.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028021 Date 7/22/04 Property Address . . . . . . 113 4TH ST Tenant nbr, name . . . . . . NEW SFR 1070RAD/3190SCHG Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 313748 Owner Contractor HAMMILL, TIM & JEANNE DAVIE, JOHN E. 92 ELDERBERRY TRL 2404 HUBBARD ST. ONTARIO CN K7H3C6 JACKSONVILLE FL 32206 (905) 713-0005 (904) 249-3418 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . BILL THOMPSON ELECTRIC CO, INC Permit Fee . . . . 105.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 105.00 105.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 105.00 105.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. -( - C - D G OFFICIAL CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date.. 7/2 7-/0 � / Property Address: Owner: o Telephone #: Contractor: ` p��y Telephone #• f Contractor Address: L",11 6EACH,_ L 32233, Fax #: 70 °— � '7 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: New ❑ Old L3 Re -wire Building Type: ❑ Trailer I GSL Residence ❑ Temp. ❑ Commercial ❑ Signs Ll Addition Sq. Ft. Service: ,,i C_New ❑ Increase Repair If other construction is being done on this budding Or site, list the building P"itp�mb�r ) Conductor Size: S: p COPPER ALUMINUM Breaker AMPS 0 PH PH W W,&WAY VOLT RACE Existing Service Size AMPS PH W VOLT RACE WAY Feeders: Lighting Outlets N0, SIZE CONCEALED NO _ SIZI_ i NO SIZE OPEN Receptacle CONCEALED OPEN Switches 0 10 AMPS I 100 AM S i Incandescent Fluorescent & M.V. Fixed Appliances 0.100 AMPS OVER BELL TRANSFER. Air Conditioning H.P.RATING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CEILING HEAT KW -HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER i H.P. PHS UNDER600V OV E 8600 V II Transformers NO. KVA NO. KVA No.Neon_Transf. Ea. Sin Miscellaneous _ 800 Seminole Road • Atlintic Beach, kOida 32233-5445 W 725;Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atlantic-beach.tl.us rim CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . Property Address . . . . Tenant nbr, name . . . . Application description . Property Zoning . . . . . Application valuation . . 04-00027947 Date 113 4TH ST DEMOLITION OF SFR DEMOLITION TO BE UPDATED 0 Owner Contractor 3/22/04 HAMMILL, TIM ECONOWASTE, INC. 113 4TH STREET 3110 DESALVO ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 424-5218 (904) 642-5475 ---------------------------------------------------------------------------- Permit . . . DEMOLITION PERMIT Additional desc . . Permit Fee . . . . 100.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged ----------------- ---------- Permit Fee Total 100.00 Plan Check Total .00 Grand Total 100.00 Paid Credited Due ---------- ---------- ---------- 100.00 .00 .00 .00 .00 .00 100.00 .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 CH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL Y Y OF ATAIC BEACH CIT �`` `'✓ DEMOLITION PE APPLICATION 33 Date: Owner of Property: Address: Legal Contractor's Address: Telephone: Describe proposed use and work to be done: Present use of land or building(s): Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees? ❑ NO. Applicant certifies that no change in site grade or fill material will be used on this project. ❑ YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tr a Conservation Board, which meets two times each month. (7ft-ft %VK41— Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Attach Tree Removal Application if trees are to be removed or relocated. I hereby certify that all information Signature of Owner: application is correct. Date: 11'7 4✓` . /2zqt I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atiantic-beach.fl.us Page 1 Revised 1/14/03 Signature of Contractor: � y .�4 Date: Address and contact information of person to receive all correspondence regarding this application (please print). Name: N 5, tJAVIEr Mailing Address: 3 p!2 i CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027791 Date 2/27/04 Property Address . . . . . . 113 4TH ST Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor HAMMILL, TIMOTHY OWNER 113 4TH STREET ATLANTIC BEACH FL 32233 (904) 249-3418 ---------------------------------------------------------------------------- Permit TREE PERMIT Additional desc . . Permit Fee . . . . .00 Plan Check Fee .00 Issue Date . . . . 2/27/04 Valuation . . . . 0 Expiration Date 8/25/04 ---------------------I------------------------------------------------------ Special Notes and Comments REMOVE A 14" PALM AND A 6" LIVE OAK ON SITE AND THE BOARD RECOMMENDED TO PUBLIC WORKS TO ALLOW REMOVAL OF SIX 12" PALMS AND ONE 14" PALM LOCATED IN THE RIGHT OF WAY TO BE MITIGATED AT 100 PERCENT WITH TWO 12" PALMS AND A 15" PALM ON SITE, RELOCATE FROM THE RIGHT OF WAY THREE 12" PALMS AND ONE 14" PALM, AND 3" OF LIVE OAK TO BE PLANTED ON SITE. IF THE APPLICANTS DO NOT RELOCATE THE PALM TREES, THEY MUST PLANT 50" OF TREES OR PAY INTO THE TREE FUND AT $117 PER INCH. Fee summary Charged ----------------- ---------- Permit Fee Total .00 Plan Check Total .00 Grand Total .00 Paid Credited Due .00 .00 .00 .00 .00 .00 .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. .3 BUILDING OFFICIAL CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All applications must be submitted with seven (7) copies and received by 5 PM on the Friday ten (10) days prior to the scheduled meeting in order to be placed on the agenda. *INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. J+0- E..Dam. 582-65T• ATLa tic bvCh. .;243 34118 I . , APPLICANT NAME ADDRESS. TELEPHONE 2. 57. c �ac�t ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR. PROPOSED TREE REMOVAL: To Voic"W&C&e thecon5&Wbon PF h ew Q�t d epea, — To pmmoke heed h - red zic o 6 Sze palm i0 -. 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES NO . NOT SURE 5. PROPERTY ZONING: RESIDENTIAL COMMERCIAL 6. LIST TREES PRnPn4F1) FnR PPMnveT SPECIES DIAMETER INT.. EXT. MITIGATION OFFICE USE ONLY bt�e 1131' nab c4eca `f Lai co Tkan f 4alm5. to- We6t FLJ y`' 3 - ou • Fr e,,c PA- 'e0 oar *Diameter at Breast Height (D:B.H.) is measured at 4.5 feet above grade. To accurately determine diameter, measure the trunk circumference and divide by 3.14. Diameter of multi -trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. ** See attached diagram for determination of interior and ezteriorzones. 7. SITE PI..ANr=E SURVEY indicating; a) Location of topography features.such as hills and low areas. v/5) Existing and proposed structures. Location of all trees with Diameter at Breast Height of six inches or mote, ,4d) Tree species and sizes. v*-) Trees to be removed should be clearly marked with an `,X'". J). Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle ..�„ h) Location of utilities and casements as applicable. 1) Location of trees to be preserved on-site with barricading noted. 8. ON-SITE REQUIREMENTS: ; .a) All trees identified for. remo-val MUST be marked on-site by RED flagging, paint or tape. b) Al] trees to be preserved. on-site for mitigation MUST be marked with BLUE flagging, paint or tape. c) The front propert), comers must be marked by.stakes or paint indicating the Lot 9. TINTCOMPLETE APPLICATIONS OR:ESACCURATELY MARKED SITES WALL NOT BE PROCESSED. 1 HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL -OTHER APPLICABLE CODES AND ORDINANCES.OF THE CODE OF ORDINANCES OF. ATLANTIC�BEACH. pllcanfs Signal Date Owner's Si lure Date r rIcr rn, v. Tree Conservation Board Chai erson Date MAP SHOWING BOUNDARY SURVEY OF (LEGAL DESCRIPTION AS PROVIDED BY OTHERS) LOT 1, EXCEPT THE WEST 50 FEET, IN BLOCK 22, OF ATLANTIC BEACH, PLAT ONE, SUBDIVISION "A", ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, OTHERWISE KNOWN AS LOT 1, EXCEPT THE WEST 50 FEET, IN BLOCK 20, OF ATLANTIC BEACH, ACCORDING TO PLAT THEREOF AS RECORDEFLDOIN RIDA AT BOOK 5, PAGE 64 OF THE PUBLIC RECORDS OF DUVAL COUNTY, CERTIFIED TO: TIMOTHY HAMMILL AND JEANNE HAMMILL BANK OF AMERICA --3-400_ LAWYERS TITLE INSURANCE CORPORATION HEAD; MOSS & FULTON, P.A. � 50.00' (PLAT) 30Wx5t'a.FI00� R�o� BEACH AVENUE new pe5! • S 01'33'03" W (40.0' RIGHT OF WAY) 49.93' (MEASURED) FOU 1/2" IRON PIPE�k 1 1k STAM "U3 8085" Q CORNER OF INTERSECTION P Q FOUND 1/2" IRON PIPE �•r , ," ' NO IDENTIFICATION 2.00''w 6';0 • 4 ?./ MASONRY S dt D 13.9' PATIO P 710 4 PAIMs. w w 2 D ONE STORY • er` \ Y ` 2 ^ N FRAME N �GO�pRIRI: df �?f�g a POSTED # 113 �, ~ © 3 G tb �d dM011510d . [ d $ BRICK LEGEN � Q� CHIMNEY 14,0' 1y dry" 00 R RADIUS `, j1Qpm 0� S 1L� ® = LENGTH C14 1-:_ —4 X— = FENCE 2.B 1P .8' 17 1 0 = CONCRETE LOT 1 Ld p D� EXCEPT THE OF MS a LOT 2 WEST 50.00' o BLOCK 22 BLOC 00 =d Of T - b an6pLaweed palm per,, p - Protect ' R - Re-Mve • X FOUND 1" IRON PIPE NO IDENTIFICATION Q J CL O O 0 ul NOTE• Oltl, e-vistin patm hZt and onCt1R.0,w.& ti Q `,v e°�"�,iL TAY h N 00040'50" E 49.88' (MEASURED) 50.02' (PLAT) Q� es vh' e. 50.00' (PLAT) OCEAN BOULEVARD (50.0' RIGHT OF WAY) 0 04V "ItND 1/2' NO IDENT Re0ov$ 3 � I� IPE OI O 0 Lo 1 6" bv� CORNER OF INTERSECTION NOTES: REVISIONS 1. BEARINGS ARE BASED ON THE ASSUMED BEARING OF N 90'00'00" E ALONG THE ,,,� , .. �., ,.,� — , wr nC ci 10 irrT 0AD!`FI „«moo MINUTES OF THE REGULAR MEETING OF THE TREE CONSERVATION BOARD February 25, 2004 A regular meeting of the Tree Conservation Board was held Wednesday, February 25, 2004, at the Adele Grage Cultural Center. Present were Chair Maureen Shaughnessy, Charles Carroll, Bill Permenter, Building Official Don Ford and Recording Secretary Susan Dunham. Absent were Susan Grube and Jim McCue. 1. Call to Order The meeting was called to order at 7:04 p.m. 2. Recognition of Visitors None. 3 Approval of Minutes of Meetings of January 28, 2004 A motion was made by Board Member Permenter, seconded by Board Member Carroll, and unanimously carried to approve the Minutes of January 28, 2004. 4. New Business A. Tree Removal Applications: The Board changed the order of the Agenda as follows: 4. 113 Fourth Street: jBuilding Official Ford advised that a total of seven palm trees were being removed from the right-of-way. He stated that he talked with Public Works who advised him that there was no room to relocate the palms on the right-of-way but that it would be acceptable if the trees were mitigated on the property. He further advised that there was a 14" palm and a 6" live on site that required mitigation. Mr. Davies requested the opportunity to trim and prune the trees in the right-of-way and then take a second look. Building Official Ford advised Mr. Davies that if they removed less inches than approved that this would be no problem. Building Official Ford stated in his conversation with Mr. Davies, the applicants would like to either relocate or plant new trees. He proposed mitigating 100% for the 87" of palm trees located in the right-of-way and 50% for the 6" live oak and the 14" palm. He advised that the applicants had two 12" palms in the interior zone that could be preserved for mitigation. He further advised that they have listed three trees to be relocated which would reduce the number to 36" on the right-of-way. A motion was made by Board Member Permenter, seconded by Board Member Carroll, and unanimously carried to direct the Building Official to issue a permit for the removal of a 14" palm and a 6" live oak on site and the Board recommends to Public Works that that they allow removal of six 12" palms and one 14" palm located in the right of way to be mitigated at 100 percent with two 12" palms and a 15" palm on site, relocate from the right of way three 12" palms and one 14" palm, and three inches of live oak to planted on site. If the applicants do not relocate the palms, they must plant 50" of trees or pay into the tree fund at $117 per inch. 2. 160 Magnolia Street: Mr. Frank Pasko introduced himself. Building Official Ford advised that this property was as a single property with two townhouses located on it. He stated that the City does not subdivide the lot and, therefore, the 5" oak was located in the interior zone and no mitigation was required. A motion was made by Board Member Carroll, seconded by Board Member Permenter, and unanimously carried to direct the Building Official to issue a permit for the removal of one 5" oak with no mitigation required. CITY OF ATLANTIC BEACH, FLORIDA 5a 5 App...d by APPLICATION FOR E4ECTRICAL. PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WO HE ATTACHED PLANS AND SPECK AS DESCRIBED IN THE T CATION E WITHHERESY AGREE TO PERFORM SAID WORK IN ACCORDANCE WHIC14 ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE ly NAME (�st`�.c�� ADDRESS: ��__----� RFD BOX BLDG. SIZE BETWEEN:,- Rte, (�j APT.( 1 COMM. ( 1 PUBLIC( 1 INDUS.( ) NEW( 1 OLD( 1 REW. l 1 ADDITION 1 I TRAILER ( I TEMP.'( 1 SIGNS 1 1 SO. FT. o FEE 1 SERVICE: NEW( 1 INCREASE/41/ REPAIR ( ed COPPER I I ALUM CON UCTOR SIZE AMPS SWIT H OR BREAKER 0 AMPS PH W OVOLT RACEWAY EXIST. SERV. SIZE C) AMPS pH (f O VOLT RACEWAY FEEDERS NO. SIZE IND., SIZE NO. SIZE LIGHTING OUTLETS RECY ACLES CONCEALED CONCEALED OPEN OPEN TOTAL TOTAL SWItCHES 0.90 AMPS. I81-tOO AMPS. INC DESCENT FLUORESCENT & M. V. FIXED O•t00 AMPS. OYER APPLIANCES BELL TRANSF. AIR r H.P. RATING CONDITIONING H.P. RATING OTHER MOTORS AMPS CELL HEAT: KW -HEAT JCOMP.MOTOR MOTORS O.� H.P. I VOLTAGE PHS NO. OVER 1 N.P•' VOLTAGE PHS MIS ELLANEOUS a i CITY OF ATLAFvTIC BEACH PERMIT APPLICATION REMODEL, ADDITION;> OF: ALTERATIONS . DEMOLITIONS Owner(s): Susan Galt Address : 3 `�352 5th St. , AD-- Fhone : ^ 249-5435--------' T, Lot # Block or Unit #_ Subdivisign: Contractor: Heywood Dowling & Kadin Corey Disch. Address: 113 4th Street, AB Ph.�tnF� �li:� : �. 246-1833 Describe work to be done: Construction of ,a and Storare Shed (8' x_ _12' as one assessory building _�_ ____ �_ Present use of building: _�_.� Valuation of Proposed Construction: $500 Proposed use: Playhouse and Storage Shelter Is this an addition?____ no-,--.-- If yes, wliat arra ':.lie dimensions (--)f_ the added space: ft. X -- —.ft.. !ii 1.l the added area. be heated and cooled? J New electrical. (or increase)? no____. New plumbing fixtures?_ _ New fireplace?_. __J,Io,r,, FFeat./AC?_—__________ SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING .SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature OWNER: Signature CONTRACTOR: av co��August Z71 No.. ssioN � cc s� ate: ate: k-611-VED APR 1 4 1998 City of Atlantic Beach Building and Zoning Address CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET C I� L_(t2z� S, C Sc -ft 0 Dat- L( ^" �- `7 Heated Square Footage Garaa Carport/Porch atIk) TOTAL VALUAT I _;r1 @ $_ pr•r 3q f _ = 5 Total Va_uation 1st S ! D"? J Remainina Value Ss'' per thousand or aortion thereot TOTAL BUILDING FEE ti + ' Fi l ina Fee M / ( i Fireplaces @ a15.0C S BUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE WATER METER/TA? CAPITAL IMPROVEMENT SEWER TAP 1 RADON (;HRS) 005: SECTION H PAVING i HYDRAULIC SHARES CROSS CONNECTION ) SURCHARGE O0 5,0 OTHER GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES: Mechanical PIumbina _ Electric/New Electric/Temp :Sw'imminaPool Septic Tank Well Sign__ Finish Floor Elevation Survev Other CALCULATIONS and/or NOTES: ~ ~ �~"~` 0�� N� � � ��|00� ��0��0��m� ��0�� ~�~ October 39 ' 2004 LARRY HIGGINS City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 RE: 113 4th St. Electrical Permit #04-00028021 P.O. BOX 330150 ATLANTIC BEACH :Lonow3o8o3-01so eusP*omee4oaoo1 � As per our conversation with Larry Higgins, the above listed is ready for Early Power. This letter serves as Letter of Responsibility as required by Larry Higgins. I shall except the responsibilty and follow through as work progresses. If you need further information, feel free to contact us. Respectfully Submitted, ..R. Thomp'on, Master Electrician ME -258 APpROVED CITY OF 4&4^14C Be C4 -1&U-Z& Office of Building Official �s REQUEST FOR INSPECTION Da a•A Permit No. _ Time A. M. Received P.M. A District No ✓.fir ;;k'"�t� +f� JobAddress Owner' ( Log�a Ilty t'?-._ Name _. /s Contracto BUILDING CONCR ELECTRIC PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring Rough ❑ Air. Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole Top Out ❑ Heating Lintel ❑ Final Fire Place ❑ R Y FOR INSPECTION Pre Fab Mon. Tues. ed. Thurs. Friday A.M.. Inspection Made ` A.M. P. Inspector Final Inspection ❑ Certiticate of Occupancy Date SUPPORT REPORT JOB DESCRIPTION: 40536C WIND CODE: ASCE 7-98 WIND MPH: 120 BLDG TYPE: PARTIALLY OPEN TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN -ft SIZE -in. TYPE XLOC-ft. YLOC-ft, MAX.+# MAX. -4 UPLFT.-# Ai 18.0005.500 WALL 0.000 30.917 837 -888 Al 18.000 5.500 WALL 17.542 30.917 837 -888 ------------------------------------------------------------------------------- A2 18.000 5.500 WALL 0.000 30.917 1532 -1671 A2 18.000 5.500 WALL 17.542 30.917 1532 -1671 ------------------------------------------------------------------------------- B3 8.000 3.500 WALL 0.000 30.917 417 -441 23 8.000 3.500 WALL 7.708 30.917 417 -441 ------------------------------------------------------------------------------- B4 8.000 96.000 WALL 0.000 30.917 834 -880 ------------------------------------------------------------------------------- EJ5 7.000 5.500 WALL 0.000 30.917 400 -386 EJ5 7.000 1.500 NAILED 7.000 30.917 103 -180 EJ5 7.000 1.500 NAILED 7.000 33.271 165 -319 ------------------------------------------------------------------------------- HJ6 DB 9.899 7.778 WALL 0.000 30.917 457 -546 HJ6 DB 9.899 1.500 NAILED 9.899 30.917 420 -284 HJ6 DS 9.899 1.500 NAILED 9.899 33.264 210 -376 --------------------------------------------------------------------------------- CJ7 4L 5.037 5.500 WALL 0.000 30.917 323 -315 CJ7 4L 5.037 1.500 NAILED 5.037 30.917 70 -180 CJ7 4L 5.037 1.500 NAILED 5.037 32.616 111 -220 ------------------------------------------------------------------------------- CJ8 4L 3.037 5.500 WALL 0.000 30.917 253 -253 CJS 4L 3.037 1.500 NAILED 3.037 30.917 36 -180 CJS 4.L 3.037 1.500 NAILED 3.037 31.950 47 -180 -------------------------------------------------------------------------------- CJ9 4L 1.037 5.500 WALL 0.000 30.917 255 -318 CJ9 41, 1.037 1.500 NAILED 1.037 30.917 21 -2 -180 CJ9 ------------------------------------------------------------------------------- 4L 1.037 1.500 NAILED 1.037 31.283 149 -84 --180 vz c a _1zr-,,1- �7-1>IhO('l f', M ooT CZAzrm LDDC ;5-, 7r,^TS m... 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O (n N O N O00 0 N O O Ln N NI Y n O Q N �O M N Lfl lD C) 'I N LO O J N O J O U Cl) Ln V "o Q Ot m M N M M V LO W --D L.n O N Q M a C m ~ O O Q N O _ w Z F O 2 V O Q J Z^ Z (n S Of U Z O Z O h - N r O Q, Z J W 0 W F- 3 O O W u W Q Q O D 3 w J 0:� � wcx� o OD Cp p to F- W d U O N J d V hO ^ io CI O � Vi^ 7f V ❑ 00 w -CD O Z S 1 V C (n •� co r-1 w W J (n K � Q; O2 -, D_ ¢ q y u ❑c.E J In m Q W W � O� c co) c.7 L d CL J V Z X n Q CO N Q C W OJ W (n W¢ Waf r0 > E S C7 D m N CD N W L Q w c7 • Z Z > o J N~ O S N F-- y_ F--_ 4-- •�{ CL' CL J O Q m Q N W Q J O J K � U Z r -i Q H- W O Ln ZD O !- m F-- r- Q In U' M O Y W Z Q w W O LCY, Cl) O W Q S w F- N E c7 n F - > O LI) w n r Co O N f- 3 d v E L U N O Q CD¢ Z m O K m U W OL W W co V) O d< cn m N C S W S O ¢ D m I- Clf N J D t F- Ln m LP M O M v Op O .-1 N Ln N (n Z of w Ln F V o n Ln U' LP t` GO Ln Ln � ti ti � z f- '-+ O ti l0 LD O N N J Q Y C 1- w N t6 4J V Y E v L O O N L L- O J t E W N N N W Ln L Q Z ti O CL O 4 V J Q LD co M Q d O N N M O d' (n N a s n_ n n z p af CD O F-af O a w i - X x X X J N N N N N J m w U -II v> 11.3 o v v v z L L � O F- V- F- I- V- m O O 4 C7 S 3 u u o CL Y N J O O OJ Z d N F m L/) VI M M Ln d - d' Ln M M O 0 W Li N rn W W M �i (n (n O (n N O N O00 0 O O Ln N NI M n O Q N N Lfl lD V N LO V N O O U Cl) Ln "o Q N M J M M V LO W --D L.n O N Q M m m O _ Ln Of U C3 N r W W Z - W 0 W F- 3 O O W u W Q d V W 0:� N W Li W W W (n (n N (n N 0 0 0 O O Ln N U O n Ln O N N N V U I V' O Q J J J J J W Lo dl O _ Ln In 41 N • Y -e Cq LL i�• •••••••••• O Lo dl O _ Ln In 41 N X- - 0 C) Lo LO N O> OD W J d V hO ^ io CI O � Vi^ 7f V ❑ 00 D_ ¢ q y u ❑c.E J � m W t- O •--i • p dl r\ w N Z co rZy w w J O N V7 cn 2 O 4.1 N O � F— v O O1 N w M O Z !- • O O N O I'D t-� a w V) LO u p N co rI m rt d' U O O in z LCI J N W O 01 CO z Q Z V J Q Q d N N M d' (n J p H C1 V) d U (n N N O N x x x x LO N N N Q w C] O a U O CD U U O F- m U o m U U O = J CL p O O Z co w w co w w lit/ O * O N V7 cn cn O 4.1 N O N w M O c o O O N O I'D t-� a O LO u t.C) N O rI m rt M LCI N p Q Z J p p J U N N Q v = U o m O = Z F— p LO MW W Z E W W F- 3 O O w u W -< U W CZ' � N p p 2 to L. 7 w w W w w lit/ O * cn N V7 cn cn V O O O O O N O O t-� Lo O N N CD N rI � rt I N I p Q Z J p p J U N N v U U o m O LO F— p LO Y� 1 lit/ O * V CD N d _- N N O O LO O co 0 K � n N 3 a J E J ❑�C; o Q_ CP.0 U F— C J D_ y N a a � LL Li (n (n (n m r M O O O O O N O O N rt O O I-- LO N O N ra l.() M ltJ lD o V J Q N O C r0 LC'1 N J J J J p p N O V p� O L L M F Q O LC) N r > O M a C L O O O • Ln M -,:D O N Y N = 0 Q d K C � U 1`3 Q : K O • �b U C N ¢ o O C)- V W O +' r + C J CO 0 w O C T R U p w O U + U N O O r H S] L O W 4 3 O O O V C 3 O CO o ua� n N 41 X N Y U a _ U .r. a O a)� r N • O � 1, F-- O O V ¢ Ln N O N D V O > O 'y t0 O J N n t n n N M O N N V -�-� p N Y N> O L L V > R N c c n C, s N C 3 d N Y O V N U t L N r V f0 U � --- E J-- 3: 3 t a r CD C `F- C �-1 N C •.- O1 F- O O O .--i v O O 10 n • D n r-1 a1 1 a � LL Li (n (n (n LW W t/') (n M O O O O O N O O N rt O O I-- LO N O N ra l.() M ltJ lD o V Q N LC'1 N J J J J p p N O p� M F Q O LC) N M M M U L O • Ln M N Y N = 0 Q N co K V U 1`3 Q : n JI • �b w w v W cn w Q v w CD p •, � LL Li (n (n (n LW W t/') (n O O O O O N O O I-- LO N O N ra J J J J p p J J W �--+ J U J F Q O 0- � 3 OD 0 N co Q� V sC Q : n JI • �b vi• Z •, o ua� n N 41 L o73_ a _ N p a N N O L Ln �£ -_- Ol > _ z N --- - C _ N ¢ - a r O -_ p O- 16 III r-1 Q M N c N X �-. v v ❑ J w 6p�O a) > o�v Y ` T¢ 3 W W J v o d < C0� v ro GP.C� J d Alpine Engineered Products, Inc. 1950 Marley Drive Haines City, FL 33844 (863) 422-8685 Florida Engineering Certificate of Authorization Number: 567 Page 1 of 1 Document ID:ISBJ235-Z0326083930 Truss Fabricator: Lumber Unlimited Job Identification: 40536C -JOHN DAVIE -- BEACH AVE ATLANTIC BEACH (40536C I -JOHN 1177C IE9K 3AV2E=-BEACH AVE ;4TLk Truss Count: 9 Model Code: Florida Building Code 2001 - Truss Criteria: ANSI/TPI-1995(STD) - Engineering Software: Alpine Software,Version 7.00.0118.20. Structural Engineer of Record or See Below: Address: Minimum Design Loads: Roof - 42 PSF @ 1.25 Duration Floor - N/A Wind - 120 MPH ASCE-98 -Partially Enclosed Seal Date: 03/26/2004 Notes: 1. Determination as to the suitability of these truss components for the Engineer - _Truss Design Engineer - structure is the responsibility of the building designer/engineer of Manuel Martinez record, as defined in ANSI/TPI 1-1995 Section 2.2 Florida License Number: 47182 2. The seal date shown on the individual truss component drawings must 1950 Marley Drive match the seal date on this index sheet. Haines City, FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Lumber Unlimited for the above referenced job identification. Loads applied by non -truss elements and basic load parameters are to be reviewed -and approved by the EOR/building designer. 4. As shown on attached drawings; the.drawirig number is preceded by: HCUSR235 Details: 140GC A1 04086083 03/26/04 A203/26/04 706321--B4 83 040860$5 a3/26/Q4 04086092 t13/2/i)4 5 06322--EJ5 04086086 03/26/04 606323--HJ6 DBL45 04086088 03/26/04 7 06324—CO'; 4L 4R 04086089 03/26/04'' 8i 06325--CJ8 4L 4R 04086090 03/26/04 9` 06326 —CJ9 4L 4R 04086091 03/26 04' r, II II IN IN 111 1� Q d c.� K U O O J Z L 41 M co O Io d d d d 0-_ )' o W O o 0 o o MN O r� LP O N ri '-� N O v c.D N _ M O Q W U U U U O Z d tel` Ln lflv X: co CD - AV 00 U) N Q N0 LL 2: co Ln M M N (,•) xco N M M V 5Q S 7 LP O N Q Ql m m M N I O cn N n _ Q e -I O d d = U 2 C7 Z i W W Z > U L1 F- 3 O' O W V) W Q V W K V)' W '7 W Li W W w V)V) V) v) V) O d d d d 0-_ )' o r O o 0 o o MN O r� LP O N ri '-� N v c.D D Q Z J J J J J W J O en J U W U U U U O Z d tel` LO CD - AV 00 Q c co LL M xco N II 5Q S Q O O 71IMNII � n _ 4- d OD > M Oml O ' - 5az O _ CD O N a V 3 _ _ W _ _ - _ Q Ln A cn � V C V X N H 00 J Q) M d N v T d CP C W r S v F- C 1- .a J CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028853 Date 8/11/04 Property Address . . . . . . 113 4TH ST Tenant nbr, name . . . . . . GAS PIPING/FIREPLACE Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ DAVIE, JOHN SAWYER GAS COMPANY 113 4TH STREET 411 PABLO AVENUE ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 246-6471 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . . 100.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged ----------------- ---------- Permit Fee Total 100.00 Plan Check Total .00 Grand Total 100.00 Paid Credited Due ---------- ---------- ---------- 100.00 .00 .00 .00 .00 .00 100.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING DES. BUILDING OFFICIAL } vw,UPPORT REPORT JOB DESCRIPTION: 4053613 vdIND CODE: ASCE 7-98 WIND MPH: 120 BLDG TYPE: PARTIALLY OPEN TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND DESC SPAN -ft SIZE -in. TYPE XLOC-ft. YLOC-ft. MAX.+# MAX.-# UPLFT.-# -------------------- C10(2PLY 30.000 5.500 WALL 0.000 20.396 1458 -2530 C10(2PLY 30.000 5.500 WALL 15.542 20.396 1748 -2051 C10(2PLY 30.000 3.500 WALL 29.188 20.396 510 -445 --------------------------------------------------------------------------------- C11 30.000 5.500 WALL 0.000 20.396 910 -1027 C11 30.000 5.5'00 WALL 15.542 20.396 2917 -3212 C11 30.000 3.500 WALL 29.188 20.396 1135 -1216 --------------------------------------------------------------------------------- C12(2PLY 30.000 5.500 WALL 0.000 20.396 2930 -2562 C12(2PLY 30.000 5.500 WALL 21.542 20.396 944 -826 C12(2PLY 30.000 3.500 WALL 29.188 20.396 2478 -2835 -180 ------------------------------------------------------------------------------- C13 30.000 5.500 WALL 0.000 20.396 905 -783 C13 30.000 5.500 WALL 21.542 20.396 1568 -1357 C13 30.000 3.500 WALL 29.188 20.396 209 -180 -------------------------------------------------------------------------------- C14 30.000 5.500 WALL 0.000 20.396 872 -742 C14 30.000 5.500 WALL 21.542 20.396 1698 -1476 C14 30.000 3.500 WALL 29.188 20.396 112 -180 -------------------------------------------------------------------------------- C15 30.000 5.500 WALL 0.000 20.396 1335 -1524 C15 30.000 5.500 WALL 21.542 20.396 3139 -3612 C15 30.000 3.500 WALL 29.188 20.396 161 -180 C16 8.063 5.500 WALL 0.000 20.396 427 -322 C16 8.063 3.000 Special 7.813 20.396 ----------------------------------- 331 -420 -------------------------------------------- C17 4.000 5.500 WALL 0.000 20.396 264 -180 C17 4.000 3.000 Special 3.750 20.396 153 -228 -------------------------------------------------------------------------------- D22 9.083 3.000 Special 0.000 20.396 4 -180 D22 9.083 5.500 WALL 1.625 20.396 590 -517 D22 9.083 3.000 Special 8.833 20.396 360 -365 ------------------------------------------------------------------------------- D23(2PLY 9.083 3.000 Special 0.000 20.396 105 -180 D23(2PLY 9.083 5.500 WALL 1.625 20.396 4163 -2618 D23(2PLY 9.083 3.000 Special 8.833 20.396 2599 -1646 ------------------------------------------------------------------------------- D24 9.083 3.000 Special 0.000 20.396 477 -468 D24 9.083 3.000 Special 8.833 20.396 477 -468 ------------------------------------------------------------------------------- D25(2PLY 9.083 3.000 Special 0.000 20.396 3426 -2166 D25(2PLY 9.083 3.000 Special 8.833 20.396 3426 -2166 ------------------------------------------------------------------------------- D26 28.917 3.000 Special 0.000 20.396 311 -180 D26 28.917 5.500 WALL 5.271 20.396 2316 -2035 D26 28.917 3.000 Special 28.667 20.396 1089 -970 ------------------------------------------------------------------------------- D27(2PLY 28.917 3.000 Special 0.000 20.396 1308 -2161 -180 D27(2PLY 28.917 5.500 WALL 5.271 20.396 10980 -6646 D27(2PLY 28.917 3.000 Special 28.667 20.396 2610 -1580 ------------------------------------------------------------------------------- EJ18 3.000 5.500 WALL 0.000 20.396 227 -180 EJ18 3.000 1.500 NAILED 3.000 20.396 47 -180 EJ18 3.000 1.500 NAILED 3.000 22.896 59 -180 - -4- - - - -7- - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -' - - - - - - - - - - - - - - - - - - - - - - - - - - - - TJl9 4.243 7.778 WALL 0.000 20.396 191 -249 ,N;719 4.243 1.500 NAILED 4.243 20.396 35 -180 HJ19 4.243 1.500 NAILED 4.243 22.889 44 -180 CJ20 1.037 5.500 WALL 0.000 20.396 183 -180 CJ20 1.037 1.500 NAILED 1.037 20.396 24 -180 CJ20 1.037 1.500 NAILED 1.037 22.241 50 -39 -180 ------------------------------------------------------------------------------- EJ21 3.000 5.500 WALL 0.000 20.396 227 -180 EJ21 3.000 1.500 NAILED 3.000 20.396 47 -180 EJ21 3.000 1.500 NAILED 3.000 22.896 59 -180 -------------------------------------------------------------------------------- EJ28 7.000 3.500 WALL 0.521 20.396 351 -291 EJ28 7.000 5.500 WALL 4.000 20.396 167 -180 EJ28 7.000 1.500 NAILED 7.000 20.396 38 -180 EJ28 7.000 1.500 NAILED 7.000 22.896 133 -246 ------------------------------------------------------------------------------- EJ29 7.000 3.500 WALL 0.521 20.396 424 -348 EJ29 7.000 1.500 NAILED 7.000 20.396 96 -180 EJ29 7.000 1.500 NAILED 7.000 22.896 149 -258 ------------------------------------------------------------------------------- CJ30 5.037 3.500 WALL 0.521 20.396 351 -287 CJ30 5.037 1.500 NAILED 5.037 20.396 58 -180 CJ30 5.037 1.500 NAILED 5.037 22.241 95 -180 ------------------------------------------------------------------------------- CJ31 4.243 4.950 WALL 0.737 20.396 108 -1124 CJ31 4.243 1.500 NAILED 4.243 20.396 34 -28 -180 CJ31 4.243 1.500 NAILED 4.243 22.889 18 -180 ------------------------------------------------------------------------------- CJ32 1.037 3.500 WALL 0.521 20.396 847 -688 CJ32 1.037 1.500 NAILED 1.037 20.396 289 -400 -182 CJ32 1.037 1.500 NAILED 1.037 22.241 264 -279 -180 3 Typical HUS26 with Min Model Dimensions �d� rcM 111dwabi'w Pa, t� I ��Y� Ft 1 snowoot', Fasteners 1025 1115 Reduced Heel Height €Heel ' Ga No 1N B carrying 0arr16d CODES, 465 490 640 735 800 Mei t i 9h __ -SINGLE 490 L.US2(i Mennber Member, 6 11 (,i (Truss Designer to provide 1165 2x SIZES 2785 3200 3325 JG r 1 10 t 10,x^ fastener quantity for LUS24 2,u ` 1„F 3X8 r; 4-1Od 2-1od ",10, : `' connecting multiple 18 LUS26 4 1`3;: 43/4 1 4-1od 4-104 6076 14€1165 1000E members together) s 121 925 1115 t 820 945 1025 1, 36, 84, 122 HUS26 4th 16 1iH 5ie 3 14-16d : 6-16d 3 ! 14 16d LiGUS26 41? 12 1%6 1 5% 5 20-16d 8-16d i _ r;,.. H U S 2 8 r 6A 16 ''1�n � ',7 3 22-16d8»16,d 3''z 6-16d 4-16d 11135 1265 1455 1580 925 1050 1210 1315 LUS210 4Y4 18 1r 7'',e 1'; 8-1Od 4-10d HUS26 3, 10-16d 4-16d 1135 1800 2070 2245 925 1510 1735 1890 HUS21U 8ie 16 tie 9 3 30-164 1U-164 4�6 14-164 1 6-164 1550 2565'2950 3205 1465 2210'2490 2540 Mo Ndel, N1 Avg Olt �d� rcM 111dwabi'w Pa, t� I ��Y� Ft 1 snowoot', Southern F tiplifC uplift, 1025 1115 690 795 865 (1> f f1�){ f115j..'',€ X125) . 1133) (160) LUS24 13850 465 490 640 735 800 490 490 L.US2(i 5167 930 1115 830 955 1040 1010 1165 160 2785 3200 3325 JG r 1 10 t 10,x^ 0 K", u1IQ",k 1 annnn..H4+"r< I-' 141. 1 sn 1fi!;r1 SINGLE 2x SIZES 4405 x 4510 160 890 1025 1115 690 795 865 390 465 1540 625 : 675 4, 38: 87, 122 i 900 1035 1125 780 935 1 700 805 875 2745' 2870 € 2955' 122 4-16d 160 2785 3200 3325 1465 15 60 2210 , 2490 . 2540' 4,38, 122 LUS28 6066 930 1115 1055 1210 1320 1010 1165 1140 1310 1425 1 780 935 3100 85 3700 3775 � 3,380 ' 505 35 5 > 00 20 HUS28 113161 2000 2000 3585 2000 2000 3 85 1£.155 2U00 4245 4405 x 4510 160 890 1025 1115 4, 38, 87, 122. ' DOUBLE 2x SIZES 160 2580 2680 2745 4,38,122 1085 1245 1355 4, 38, 87, 122 2745' 2870 € 2955' 122 DOUBLE 2x SIZES LUS24 2 25;h 18 3Y 31, 2 4-16d 2-16d 5303 565 565 765 880 960, 465 555 640 735 800' LUS26-2 4r 18 11 3 i 4'c 2 „ 4-16c1 416d 6076 14€1165 1000E 116 s 121 925 1115 t 820 945 1025 1, 36, 84, 122 HHUS26-2 ti 4 Y 1s 1 4 3� 4s � 5 3 ! 14 16d 6-16d 14667 1556) 15 25.86 2$65 3-22 1395 1395 � 1550 2165 2490 2710 4, 38 HGUS26-2 4yz 12 z 3,46 1 5�a '4 ' 20-164 8-164 .716D 32� ;�i9��,. ,.',� � y t 99, 9,9 a 34 `i 1 3920, ,2,,,3' 3,41 LUS28 2 41;;, 18 3Y 7 2 6-16d 4-16d 7750 1140 1165 1265 1455 1585.1 925 1115 1050 1210 1315 1, 36, 84,122 6,2 3f,11, 6 ri 3 22-164 8-16d 19850 2000 2000 3885 4465 4855 1860 2000 3275 3765 4095 4,38 HHUS28-2 ' �' 114 2 3,m 4 36-16d 12-164 ! .r �'`i ..': :, '%F. , '.i'.i., „,..3 ,,:; __..> if) s ,c..+. , i;? €, r;:: ''. 3,41 LU5210=2 81e 18 3 9 2 1 8-184 6ri16d 10907 1550 '1550 1765 2030 2210 1390 -:1550 "1465 I,, 16$0 1830 1, 36, 84,122 HHUS21' 8 e 1. 1A 3Se 3 8'% 3 , 90-164 10-164 22167 2855 3430 6190 �9C10 53QQ:j 2330 i 2795 438�a 47951 4875 4, 38 �> HGIF'a21�-2 7 1 3 {$ 9�� d ' 46 16d 16-16d K.1 > , 3 a < t�� z; tt €3 f 0 , ' ) 5 $`5 i5 € 2 . <i �L : ' 3,41 TRIPLE 2x SIZES z HGUS26-3 1 41, 12 4'r6 4Jz 4 20-16d 8-164 l c? i 91.:; 19,K < i0 <. HGLIS28 3 5;4 12 41 7 4 36-16d 12-16d l2,20 2 r: 160 o HIGUS210 3 h Q 12 45 9y 4 ( 46 16d 16-16d 27945 tt X33 -eta a s (s44 r 3{ 50 3050 7 61- 763 t' � 7!. I D g HHUS21¢i-3 -8k , 14 4 'lin' 9 3 �3tY15d 10164 2216 X865 `34 -2,33,6", 2795 4385 ( 5(140 5480 170 n - .. , ,. ,.„4_ QUADRUPLE 2x SIZES • I, ,r4"(2 f ,a', i! D aE 1 LSC, 171-] 'jLl.' ' ' I 9 _ '9,f 55 int �i€1 J't 1' 170i Er >t ( r 1.•-b :, 12 i "� a'",C< 1: -t ? 271,151, si 3(�'? z ? 1J 160 G HHUS2104 8);, 14 6,1 8%e 3 30-16d 10-16d 22167 2855 3430 5190 5970 6490 2450 2940 4475 5145 5595 170 ,z < 1 .ksr f) Ef..: E 27S35 ) > '� > a ,�� { , a 76,111111" 160 <y , <. r 1 .a t,`6dl ,< ;i< .,,, 1.7 ...S,t;'. ? a ,.i , ;? 1C.. M1 6',.J .,.f, i°sl., 'i., 4x SIZES LUS46 4% 18 . 3?'6 � 4� � 4 164 ( 4 164 6076 � i u�1ii6��DO 71�� 12 6, 925 1115 820 i 945 1025 1, 36, 84,122 HGU54 ':4479 "� 3s, 4t9g,-.. 4 1 20 164 8,164 1? ` �t :1as4�1 413 +1x1. Mark 1�3=1 34 i c? 961 t , 3,41 .. NH1) _. __.._ _. 14 3" 5 ,., 3 _. 14-164 -6-164 ,1€aI a�3 14667 155Q 1656 :: r 2ss 1395 1550 _ _ 2165 l -.. _0 27101 4, 38 S L{115486 43/ 6Y� 18 391 63 2 6-164 4-164 7750 1140 1165 1265 1455 1585 1585 925 1115 1210 1050 1210 1315 IU o0 14 39 7 2 6-16d 6-16d 11190 1550 1550 1505 1735 1885 1315 1550 1240 1425 1550 1, 36, 8M1, 722 lilIUS48 6Y2 14 3% 7 3 22-16d 8-16d 19850 2000 2000 3885 4465 4855 1860 2000 3275 3765 4095 4,38 HG11S48 5!A,, 12 35H 7Y 4 36-164 12-164 3220 b,s, i , z" 3,41 BY 16 38 4 � Sa � j, „2 � 8-16d 6-16d 1-1111111 119111�-,7LUS410' 109'06 141, ��0 ` 1785 �, 20 0 221 w 1390 11550 1465 16-60 183D 1, 36, 84, 1'22 HH1US41,€0 8%� 14 3 9 3 1'30-1 $d 10-10d 2216 ��v10 )I 01 69f1 59i}t? 2330 279a� 4385 5040 6480 4,38 HOUS41a0 7?3e 1 3 j # 46-1-6d 16-154 ' 4 a P is .1t� y � � 1 �a1j f 3 br _ 4 30 00 I r£3S 7 s1Cd 3,41 HGU5412 9, e 12 3.1/, 10,1/,, 4 56-164 20-164 �? 160 HGUS414 11?,e 12 3"e 12% 4 66-16d 122-164 ., s£3, �,€, !, r . , ['� 41,20 90 a� S , _ _� _ 103 I. Uplift loacis have been increased 33% and 60% for earthquake or wind loading with no (either increase allowed. Divide by 1,33 and 1.60 for normal loading as in cantilever construction V 0 U SIMPSON Web ' 1 Dimensions Fasteners Allowable Loads Joist Model i c.;e r DF/SP Species Header SPF Snar�uc uQa ao.-I Size No. -_ -- ' Regd j W H I 13 - Face Joist Uplift 1 p Uplift (133) (160,' �— 1 Floor (100) now I (115) _ ___ Roof i floor 1 Snow Roof (126) i (100) (115) 1 (1125)_j MIU2.37/18 16 238 171/ 2y 22-16d 2 10dly 240 255 2925 ' 3365 3420 2530 2910 3160 25 x 18 xfi HU_35_24/30 Min ✓ _ 1.4 2 18 2y _ 18-16d 8-10 dx1-- 960 __ 2410 2775 3015 2090 2400 2610 HU3524/30 Max ✓ 14 25 5 18 2y 24 16d 14-10dx1y 1680 2015 3215 3700 4020 2785 3200 3480 2% x20 MIU2,37/20 16 231 19% :' 2y j _2416d-�2-10dx1y 240- f 255 3190 3420 34201 2760 j 3175 3420 �- I--- MIU2 37120 25K x 16 25/ 19/6 2y __.24-16d___1 2 10dx1 y _1- -�-- ---, _240 i 255 3190 3420 ! 3420 2760 3175 3420 960 1150: 2410 2 5 3015 2090 2400 2610 22630 HU3524/30 Min ✓ 14 2/6 18 2y - 18-16d 8-10 dx1y HU3524/30 Max _ 2% 18 2y 24-16d 14 10dx1y 1680 2015 3215 3700 4020 2785 3200 3480 2y x 9Yx_ IUS2.5619 5 -__; - 18 L 258 9y_2 8 10d _ 75 : 175 T 8950301120 775 890 970 18 2/6 1 9Y - 2 ! 8-10dxl /z_ _ 2 10dx1y - _-__ 245 255 :� 730 835 I 910 625 720 780 - 24555 _ -� i- ! 890 1020 1110 770 1885_ 960 -T 2y x `IUT310 2%6- 9Y 2 _8 10d 2 10dxly -I:- 9y,-9y MIU39--- 16 }--- - 2yfi 8N 2V -1416d - -- 210dxly 240 -- 1 255 1 1860 1 21_40 2330 1610 1850 2010 _ HU310 ✓ I 14 2„6 8?/ 2y 14-16d 6-10dx1 Y 720 865 j 1875 ! 2155 j 2345 1625 1870 2030 12 x11 - Y:y 18 25a 11/ 2 810d - _ 75 75 ) 895 j 1030 1120 775890 970 IU52.56/11 88 Max' - ___- __e_ 25/ 11� /fi _- 2 10 10d _ - 75 „75 1 1120 1 1290 1400 970 1115 j 1215 1UT312 18 29/16 11y4 2 10-10dx1y ' 2-10dx1y 245_, 255!910 1045 1140 780 895 975 r-- ---�- - - 245 255 1110 1275 1 1390 960 1105 1200 � 2916 11Y 1 2 10-10d 2 10dx1y 2' x - ------ a Ya /e 11 11 MIU311 16 2 9 /fi 11 Y 2y 16-16d 2 10dx1yZ _ _ 240 255 2130 2445 2660 1840 2115 2300 HU312 ✓ 1 14 1 2% 10% 2Yz : 16-16d 6-10dx1y 720 1I 865 2145 2465 2680 1855 2135 -2320 IUS2.56/14 Min - 18 2/ 147_2 12-10d_ 75 75. 134571545 1680 1165 1340 1455 ! 75 1 75 1570 18051865 1360 :1560 1700 IUS2.56/14 Max 2/ 14 1 2 14-1 Did 2Yz x 14 IUT314 18 2/6 1 13 , 2 14-10dxly r 2-10dx1y 245 255 1275 1465 1590 1090 1255 1365'': 245 255 1555 1785 j 1940 1345 1545 1680 240 ` 255 2395 , 2755 2990 2070 2380 2590 - 2s16 1 13+?/fi l 2 14-10d 2-10dx1y MIU314 16 ! 2'/,fi 113 6 j 2Yz i 18-16d i 2-10dx1y y ✓ 14 2%6 123e 2Yz j 18 16d j 8-10dx1y 9_60'1 1150 2410 ,i 2775 3015 2090 2400 2610 IUS2.56/16 Min 18 !__21/8___ 16 2 14-10d 75 75 1570 1805 1865 1360 1560_ 1700 LUS2,56/16 Max 2% 16 2 16-10d - 75 75 1790 1865 1865 1 1550 1785 1865 2y x 16 ! IUT316 18 --- 2j6 1 -- 153/, 2 16-10d 2 10dx1y 245 255 1775 11 2040 2220 1535 1765 1920 MIU316 - 16 2/,6 15Y, 2Y 20-16d 2-10dx1, 240 j 255 2660 3060 33251i 2300 2645 2875 HU316 ✓ 14 2,6 14Vfi 2X220 16d 8-10dxly2 - 960 1150'680 3080 3350 2320 2670 2900 J1 2y x 18 MIU318_ 16 1 2/6 173/4 2Yz 22 16d 1 2 10dxly 240 'T 255 2925 1 3365 r3420 [ 2530 1 2910 ` 3160 2y, x 20 MIU320 - 16 2j6 1 19'/4 2Y 1 24-16d 2-10dx1Ya 240 : 255 3190: 3420 1 3420 2760 3175 i3420 22y 26 MIU320 -- - - - ✓ I 16 `---- 2%6 1 193/ j -- 2Yz �- 24 16d �' _..-- 2 10dx1y - -1 240 4f 255 13190 --- 3420 3420 2760 j 3175 2 2%x 9Y4 9Y IUT2.68/10 18 2X6 93/,6 -- 2 ,- 8-10dx1y : 2-10dx1y --- 245 255 - --- -.1 730 835 _._ . 1- --- - - 910 1 625 720 780 --- -- - - -, 2`& 1 -- 9/6 2 8-10d 2-10dx1y, 245 j 255 890 1020 1110 j 770 111 885 960 -_ _-! i 21y, 113 - 1010010d y 2 10dx1y 245 j 255 910 x1045 1140 780 895 975 1124- 1 , IUT2.68/12 4 - 1/ 18 1 ryfi 11/6 __ /6 2 — 2 10dx1y 1 ---- 245 255 L 1110 1275 1390 960 1105 1200 - 2/ x 14 IUT2 68!14 18 21V6 133/4 2 14-10dxly 2-10dx1y 245 255 j 1275 1465 ! - 1590 1 1090 1255 1365 245 --, T�85-1 1940 - - 7 - a 135/ 2 14-10d 2 10dx1 25 x 16 _ _ IT- - /3 _ 1 } 6 r _ Yz j 20 16d-L2-10dx1y2 240 255 2660�3060� 3325 f 2300 2645 _2875 j x MIU29-8/16 3Y6 -- 9 2y 14-16d 2 10dx1y 240255 1860 2140 23301 1610 j 1850 2010 ----16 9y . gy ,_HU210; 2 Min✓ 14 3y_ 1813,6 2y -I -14-16d 6-1 Old 905 1085 1875 2155 1 2345 1625 1870 2030 -- 1 HU210-2 Max -- , -- 3y 1 816 2y 18-16d 10-10d 1505 1810 2410 2775 3015 2090 2400 2610 3 x MIU211-2 16 3y 11y 2y i 16-16d ! 2-10dx1y2 r - 240 ?255 21301 2445 26601 11840 2115 1 2300 1y4.11,Y j HU212 2 Mln - -- r ✓ 14 - 3y ! 10%6 �2y !-16 -- - 16d ( 6-10d 905 f 1085 2145 2465 2680 1655 2135 2320 '13685 —THU212-2Max `- _ 3y 10?16 2y i- 22-16d - 10-10d -- 1505. 0 2950 !`3390 0 - ' MIU211-2 16 3y 11y, 1 2y 16-16d 2 10dx1y 240 255 2130 2445 2660 1 1840 2115 2300 3 x 14.20 HU212-2 - Min ✓ 4 3y6 109/,6 -2y 16 16d - 6-10d --- 905 10 85 2145 2465 - 2680 1855: 2135 2320 -, - - - HU212-2 Max 3y 10/6 2y 22-16d 10-10d T- - - ------ 1505 1810 2950 3390 3685 2550 2935 3190 31, x HU3 31/9 Min 3�fi S'/15 -2y2 14-16d 6-10d 905 1085 i 1875 i 2155, 233455 1 1625 1870 72030 gY4 9Y12 HU331/9Max ✓ 1 14 35,fi 81x6 __ - 2Yz ! 1816d 1010d 1505 /, 1810 2410 2775 30152090 ! 24002610-1 3Y44 x HU3.31/11 Min 14 3516 10?16 2y 16-16d 6-10d 905 1085 1 2145 2465 2680 1 1855 2135 2320V j 11 Y, - 11'Y HU3.31/17 Max 35 - 107i 21i 2 22-16d 10-10d -- 1505 1810 2950 3390 3665 2550 2935.3190 3y; x 14 HU3 37/14 Min 3�6 - 13/ y 2y T 1 20 16d 8 10d 1205 1445 1 2680 3080 1 3350 ( 2320 2670 1 2900 --- -HU3 31/14 Max ✓ 14 - 3516 13': 2Yz 26 16d _.-- 12-10d ---- 1810 2� 015 + 3485 4005 4355 3015 3470 3770 3K x HU3.31/14 Min- 1 35/. 13?, 2/ 20-1fid R-1nr1 - 1?n5 IaaR Bann znan zun o�on oc�n ern„ 16-20 ---- HU3.31/14 Max 3Y16 135,2 26-16d 12-10d 1810 1 2015 3485 4005 1 4355 3015 3470 3770 1 1.10d common nails or 16d sinkers (9 gauge x 31/4") may be used 3. Uplift loads based on Douglas Fir have been increased 33% 4. MIN nailing quantity and load values - instead of the specified 16d nails at 0.84 of the table load value. and 60% for earthquake or wind loading with no further fill all round holes; MAX nailing quantity 2.16d sinkers (9 gauge x 31/4") may be used instead of the increase allowed. 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GIti 9<zZm�DO�NZ DZDti � A ZrKG�voAcn y.'��r-.i z CN• zoo A-1 >OZ �• n NNN myon A moo,., r1 A Z m DOp-V�<�Npr� Zrm�mN "�_Ao�N nzzi cmAd v� Lz'i�Zf'I Zmpgn is vyi��rAi �mZ20 0 �prNO n $ OnzA 3fx'1r0^m UPON �,D9ZpmNOm A? mf't ONm£�y❑£py £S.Zlrti ZMn A^Ot2i� pVI D: dA m., z pz -IZ Ao me m y y(JN�Ayx'_N ��3 av �mry v, ztrZti m n'�amma-£'moi^m.my. a�' mea Aomv`�mxpoz rm£�orAi ZmrD'!`ip NnAA� SCV�m.. 1Kp mA�azp< �zz °''iZ Znm"A�vyzi mp�n �a — Q X0..{12Dm DNv�yaf rAy„ ri, n r�tymmov�ya 've N,C� NCEa�N<DzZ rIm n r='lynZ'Vm�O''Vp yr ��03D n..�N�zr.3z AvDe oA pyyz myyn mm.. n N Zri Vml�£O�tJA �AlN '{�N A C�2 ttl1N�z N�N M��Dbtl� 1 2mrin"ZDF9N E3 pmL1 0 �NZC2 NID~K rD�-I�N xn marrD-�z cziavA '� r~xi❑mm<D-2pan nAr�N�rD- cz�vr%i'ni'"`-'Arms ""f z _ ZPmA 3O �n NrLI m CA z�^ anaA o �nN�d n �-Dimn rN m d :I a a O h+y � a y t7 x � rPyN � i�V a a O d ,Np OiV a 0 0 0 0 0 w -� b b b b 0 O 0j Ycz �>o d d O � O � N CAD IJ L'J N - - N x O tz b 0 x � � Cb W x � ^� O tv a N :I O a O h+y a `ro II x � rPyN � i�V a a O d ,Np OiV a � mn V , w II W � a m 0 O 0j Ycz �>o ITJ O L'J � M�M L'J N CAD IJ L'J N - - N ro ro b 0 x w cn co H ^� En tv a N d � I ✓Y T -2 l 1 C/)O �yy -3m0wcn n O W L J (. aro rno0 0 z :I O a O a x x � O d � a � mn V , w �I a m 0 Un 0 �>o ITJ It L'J l -J M�M L'J CAD 110 L'J N i N b w cn co ^� tv a N d � I -2 l 1 C/)O �yy O W L J (. a C� � a W V , -,L �I Y~� C� � a C.y I � i I BOISE' BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Single 117/8" AJ STM 10 APG File Name: 40536: F01 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: BOCA 22-09, SBCCI 9707D, ICBO PFC-5504 Misc: rr 1 Standard Load 40 psf 1 15 psf OC Spacing 24" - 1—_.�__— _ 03-11-12 1 13-03-04 BO, 2-1/2" B1, 3-1/2" 79 lbs 1574 lbs General Data Version: US Imperial Member Type: Joist Number of Spans: 2 Left Cantilever: No Right Cantilever: No Slope: 0/12 OC Spacing: 24" Repetitive: Yes Construction Type: Glued Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD TM, BC OSB RIM BOARD M, BOISE GLULAMT" VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND TM, VERSA -STUD®, ALLJOIST® and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Total Horizontal Length - 17-03-00 B2, 2-1/2" 588 lbs Load Summary ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf. Area Left 00-00-00 17-03-00 Live 40 psf 24" 100% Dead 15 psf 24" 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Moment 1913 ft -lbs 52.2% 100% 2 2 - Left Neg. Moment -1913 ft -lbs 52.2% 100% 2 1 - Right End Reaction 588 lbs 51.4% 100% 5 2 - Right Int. Reaction 1574 lbs 53.7% 100% 2 2 - Left Cont. Shear 874 lbs 58.7% 100% 2 2 - Left Uplift 412 lbs n/a 5 1 -Left Total Load Defl. L/1402 (0.114") 17.1% 5 2 Live Load Defl. U1918 (0.083") 25.0% 5 2 Total Neg. Defl. -0.02" 4.1% 5 1 Max Defl. 0.114" 11.4% 5 2 Span / Depth 13.4 n/a 2 Bearing Supports % Allow % Allow Name Type Dim. (L x W) Value Support Member Material BO Wall/Plate 2-1/2" x 2-1/2" 79 lbs 3.0% n/a Spruce -Pine -Fir B1 Beam 3-1/2" x 2-1/2" 1574 lbs 20.0% n/a Versa -Lam DF B2 Wall/Plate 2-1/2" x 2-1/2" 588 lbs 22.2% n/a Spruce -Pine -Fir Cautions Uplift of 412 lbs found at span 1 - Left. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing BOISE" BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Single 11 7/8" AJ STM 10 APG File Name: 40536: F02 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: BOCA 22-09, SBCCI 9707D, ICBO PFC-5504 Misc: - —� - Standard Load 40 psf 115 psf OC Spacing 16" B0, 2-1/2" 633 lbs General Data Version: US Imperial Member Type: Joist Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 OC Spacing: 16" Repetitive: Yes Construction Type: Glued Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER@, BCIO, BC RIM BOARD TM, BC OSB RIM BOARD TM, BOISE GLULAMT"' VERSA -LAM@, VERSA -RIM@, VERSA -RIM PLUS@, VERSA -STRAND TM, VERSA -STUD@, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Total Horizontal Length - 17-03-00 Load Summary ID Description Load Type S Standard Load Unf. Area Controls Summary Control Type Value Moment 2728 ft -lbs Neg. Moment 0 ft -lbs End Reaction 633 lbs Total Load Defl. 0554 (0.374") Live Load Defl. 0762 (0.272") Max Defl. 0.374" Span / Depth 17.4 Bearing Supports Ref. Start End Type Left 00-00-00 17-03-00 Live Dead % Allowable Duration 74.4% 100% n/a 100% 55.3% 100% 43.3% 63.0% 37.4% n/a B1, 2-1/2" 633 lbs Value OCS Dur. 40 psf 16" 100% 15 psf 16" 90% Load Case Span Location 2 1 - Internal 2 1 - Left 2 1 2 1 2 1 1 % Allow % Allow Name Type Dim. (L x W) Value Support Member Material BO Wall/Plate 2-1/2" x 2-1/2" 633 lbs 23.8% n/a Spruce -Pine -Fir B1 Wall/Plate 2-1/2" x 2-1/2" 633 lbs 23.8% n/a Spruce -Pine -Fir Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing BOISE" I I BC CALC® 2003 DESIGN REPORT - US Single 117/8" AJ STM 10 APG File Name: 40536 F03 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Rnr n')'?-na CRCCt 9707D. ICBO PFC-5504 Misc: B0, 2-1/2" 206 lbs General Data Version: US Imperial Member Type: Joist Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 OC Spacing: 24" Repetitive: Yes Construction Type: Glued Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER@, BCIO, BC RIM BOARD TM, BC OSB RIM BOARD T-, BOISE GLULAMT" VERSA -LAM@, VERSA -RIM@, VERSA -RIM PLUS@, VERSA -STRAND T"^ VERSA -STUD@, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Tuesday, March 23, 2004 14:52 Standard Load - 40 psf 115 psf OC Spacing 24' li B1, 2-1/2" 206 lbs Total Horizontal Length - 03-09-00 Load Summary ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf. Area Left 00-00-00 03-09-00 Live 40 psf 24" 100% Dead 15 psf 24" 90% Controls Summary Control Type Value Moment 193 ft -lbs Neg. Moment 0 ft -lbs End Reaction 206 lbs Total Load Defl. L/11607 (0.004") Live Load Defl. L/15959 (0.003") Max Defl. 0.004" Span / Depth 3.8 Bearing Supports Name Type Dim. (L x W) BO Wall/Plate 2-1/2" x 2-1/2" B1 Wall/Plate 2-1/2" x 2-1/2" % Allowable Duration Load Case Span Location 5.3% 100% 2 1 - Internal n/a 100% 18.0% 100% 2 1 - Left 2.1% 2 1 3.0% 2 1 0.4% 2 1 n/a 1 % Allow % Allow Value Support Member Material 206lbs 7.8% n/a Spruce -Pine -Fir 206lbs 7.8% n/a Spruce -Pine -Fir Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing BOISE BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Single 11 7/8" AJSTM 10 APG File Name: 40536 : F04 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: BOCA 22-09, SBCCI 9707D, ICBO PFC-5504 Misc: _ - - - P �. P Spacing —� - - -_ i _._L__._-_� i Standard Load -40 sf 15 psf OCS acro 12'_ - 77 B0, 2-1/2" 591 lbs General Data Version: US Imperial Member Type: Joist Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 OC Spacing: 12" Repetitive: Yes Construction Type: Glued Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD TM, BC OSB RIM BOARD TM, BOISE GLULAMT" VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND TM, VERSA -STUD®, ALLJOIST® and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Total Horizontal Length - 21-06-00 Load Summary ID Description Load Type Ref. Start End Type S Standard Load Unf. Area Left 00-00-00 21-06-00 Live Dead Controls Summary Control Type Value Moment 3178 ft -lbs Neg. Moment 0 ft -lbs End Reaction 591 lbs Total Load Defl. L/385 (0.669") Live Load Defl. L/530 (0.487") Max Defl. 0.669" Span / Depth 21.7 Bearing Supports % Allowable Duration 86.7% 100% n/a 100% 51.7% 100% 62.3% 22.3% 90.6% B1 Wall/Plate 2-1/2" x 2-1/2" 591 lbs 66.9% n/a Spruce -Pine -Fir n/a 81, 2-1/2" 591 lbs Value OCS Dur. 40 psf 12" 100% 15 psf 12" 90% Load Case Span Location 2 1 - Internal 1 - Left 1 1 1 1 % Allow % Allow Name Type Dim. (L x W) Value Support Member Material BO Wall/Plate 2-1/2" x 2-1/2" 591 lbs 22.3% n/a Spruce -Pine -Fir B1 Wall/Plate 2-1/2" x 2-1/2" 591 lbs 22.3% n/a Spruce -Pine -Fir Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing 80iSE BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Single 11 7/8" AJSTM 10 APG File Name: 40536 : F05 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: BOCA 22-09, SBCCI 9707D, ICBO PFC-5504 Misc: -- — --r – i Standard Load - 40 psf 115 psf OC Spacing 24 � 09-11-12 B0, 2-1/2" 353 lbs LL 106 lbs DL General Data Version: US Imperial Member Type: Joist Number of Spans: 2 Left Cantilever: No Right Cantilever: No Slope: 0/12 OC Spacing: 24" Repetitive: Yes Construction Type: Glued Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD TM, BC OSB RIM BOARD TM, BOISE GLULAMT"^ VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND TM, VERSA -STUD®, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 11-06-04 B1, 3-1/2" 1079 lbs LL 405 lbs DL Total Horizontal Length - 21-06-00 B2, 2-1/2" 399 lbs LL 135 lbs DL Load Summary ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf. Area Left 00-00-00 21-06-00 Live 40 psf 24" 100% Dead 15 psf 24" 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Moment 1613 ft -lbs 44.0% 100% 2 2 - Left Neg. Moment -1613 ft -lbs 44.0% 100% 2 1 - Right End Reaction 534 lbs 46.7% 100% 5 2 - Right Int. Reaction 1484 lbs 50.7% 100% 2 2 - Left Cont. Shear 774 lbs 51.9% 100% 2 2 - Left Total Load Defl. 01767 (0.078") 13.6% 5 2 Live Load Defl. 02251 (0.061") 21.3% 5 2 Total Neg. Defl. -0.022" 4.5% 5 1 Max Defl. 0.078" 7.8% 5 2 Span / Depth 11.6 n/a 2 Bearing Supports % Allow % Allow Name Type Dim. (L x W) Value Support Member Material BO Wall/Plate 2-1/2" x 2-1/2" 458 lbs 17.3% n/a Spruce -Pine -Fir 61 Beam 3-1/2" x 2-1/2" 1484 lbs 18.8% n/a Versa -Lam DF B2 Wall/Plate 2-1/2" x 2-1/2" 534 lbs 20.1% n/a Spruce -Pine -Fir Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing BO71SE, BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 200414.52 Single 16" AJSTm 20 MSR File Name: 40536 : F06 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports. BOCA 22-09, SBCCI 9707D, ICBO PFC-5504 Misc: B0, 2-1/2" 1093 lbs General Data Version: US Imperial Member Type: Joist Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 OC Spacing: 24" Repetitive: Yes Construction Type: Glued Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER@, BCI@, BC RIM BOARD TM, BC OSB RIM BOARD TM, BOISE GLULAMTm, VERSA -LAM@, VERSA -RIM@, VERSA -RIM PLUS@, VERSA -STRAND TM, VERSA -STUD@, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Standard Load - 40 psf 115 psf OC Spacing 24 Total Horizontal Length - 19-10-08 Load Summary ID Description Load Type Ref. Start End Type S Standard Load Unf. Area Left 00-00-00 19-10-08 Live Dead Controls Summary Control Type Value Moment 5431 ft -lbs Neg. Moment 0 ft -lbs End Reaction 1093 lbs Total Load Defl. L/490 (0.486") Live Load Defl. L/674 (0.354") Max Defl. 0.486" Span / Depth 14.9 Bearing Supports Name Type Dim. (L x W) BO Wall/Plate 2-1/2" x 2-1/2" B1 Wall/Plate 2-1/2" x 2-1/2" % Allowable Duration 92.5% 100% n/a 100% 95.6% 100% 48.9% 71.2% 48.6% n/a % Allow Value Support 1093 lbs 41.2% 1093 lbs 41.2% B1, 2-1/2" 1093 lbs Value OCS Dur. 40 psf 24" 100% 15 psf 24" 90% Load Case Span Location 2 1 - Internal 1 - Right 1 1 1 1 % Allow Member Material n/a Spruce -Pine -Fir n/a Spruce -Pine -Fir Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing BO1SE.- BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Single 16" AJSTm 20 MSR File Name 40536 F07 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: BOCA 22-09, SBCCI 9707D, ICBO PFC-5504 Misc: L Standard Load 40 psf 115 psf OC Spacing 24" i - BO, 2-1/2" 1012 lbs General Data Version: US Imperial Member Type: Joist Number of Spans: 2 Left Cantilever: No Right Cantilever: Yes Slope: 0/12 OC Spacing: 24" Repetitive: Yes Construction Type: Glued Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTA4, BC OSB RIM BOARD TM, BOISE GLULAMT"" VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA-STRANDT"" VERSA -STUD®, ALLJOIST® and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 18-05-04 Total Horizontal Length - 19-10-08 ■ 01-05-04 B1, 3-1/2" 1178 lbs Load Summary ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf. Area Left 00-00-00 19-10-08 Live 40 psf 24" 100% Dead 15 psf 24" 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Moment 4659 ft -lbs 79.3% 100% 4 1 -internal Neg. Moment -114 ft -lbs 1.9% 100% 2 1 - Right End Reaction 1012 lbs 88.5% 100% 4 1 - Left Int. Reaction 1178 lbs 40.2% 100% 2 1 - Right Cont. Shear 1020 lbs 49.4% 100% 2 1 - Right Total Load Defl. L/605 (0.366") 39.7% 4 1 Live Load Defl. L/829 (0.267") 57.9% 4 1 Total Neg. Defl. -0.078" 15.7% 4 2 - Right Support Max Defl. 0.366" 36.6% 4 1 Span / Depth 13.8 n/a 1 Bearing Supports % Allow % Allow Name Type Dim. (L x W) Value Support Member Material BO Wall/Plate 2-1/2" x 2-1/2" 1012 lbs 38.1% n/a Spruce -Pine -Fir B1 Beam 3-1/2" x 2-1/2" 1178 lbs 15.0% n/a Versa -Lam DF Cautions Design assumes Top and Bottom flanges to be restrained at cantilever. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Boise - BC CALL® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Single 16" AJS'm 20 MSR File Name: 40536: F08 Job Name: #40536 JOHN DAVIE Description. Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip , FL Designer: Customer: Company: Lumber Unlimited Code reports: BOCA 22-09, SBCCI 9707D, ICBO PFC-5504 Misc: B0, 2-1/2" 831 lbs General Data Version: US Imperial Member Type: Joist Number of Spans: 2 Left Cantilever: No Right Cantilever: Yes Slope: 0/12 OC Spacing: 24" Repetitive: Yes Construction Type: Glued Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALM BC FRAMER@, BCI@, BC RIM BOARD M, BC OSB RIM BOARD TM, BOISE GLULAMT"^ VERSA -LAM@, VERSA -RIM@, VERSA -RIM PLUS@, VERSA -STRAND TM, VERSA -STUD@, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Standard Load - 40 psf p i 15 psf OC Spacing 24" 15-01-12 Total Horizontal Length - 16-07-00 8 01-05-04 B1, 3-1/2" 999 lbs Load Summary ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf. Area Left 00-00-00 16-07-00 Live 40 psf 24" 100% Dead 15 psf 24" 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Moment 3139 ft -lbs 53.4% 100% 4 1 - Internal Neg. Moment -114 ft -lbs 1.9% 100% 2 1 - Right End Reaction 831 lbs 72.6% 100% 4 1 - Left Int. Reaction 999 lbs 34.1% 100% 2 1 - Right Cont. Shear 841 lbs 40.7% 100% 2 1 - Right Total Load Defl. L/1026 (0.177") 23.4% 4 1 Live Load Defl. L/1403 (0.13") 34.2% 4 1 Total Neg. Defl. -0.043" 8.6% 4 2 - Right Support Max Defl. 0.177" 17.7% 4 1 Span / Depth 11.4 n/a 1 Bearing Supports %Allow %Allow Name Type Dim. (L x W) Value Support Member Material BO Wall/Plate 2-1/2" x 2-1/2" 831 lbs 31.3% n/a Spruce -Pine -Fir 131 Beam 3-1/2" x 2-1/2" 999 lbs 12.7% n/a Versa -Lam DF Cautions Design assumes Top and Bottom flanges to be restrained at cantilever. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing BOISE"' BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Single 16" AJST"" 20 MSR File Name: 40536: F09 Job Name #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip , FL Designer: Customer: Company: Lumber Unlimited Code reports: BOCA 22-09, SBCCI 9707D, ICBO PFC-5504 Misc: _1 Standard Load - 40 psf 115 psf OC Spacing 24'1 _ 1 -- 1 - - - 10-04-04 1101-05-04 B1, 3-1/2" B0, 2-1/2" 739 lbs 566 lbs Total Horizontal Length - 11-09-08 General Data Version: US Imperial Member Type: Joist Number of Spans: 2 Left Cantilever: No Right Cantilever: Yes Slope: 0/12 OC Spacing: 24" Repetitive: Yes Construction Type: Glued Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER@, BCI@, BC RIM BOARD TM, BC OSB RIM BOARD TM, BOISE GLULAMT"' VERSA -LAM@, VERSA -RIM@, VERSA -RIM PLUS@, VERSA -STRAND TM, VERSA -STUD@, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Load Summary ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf. Area Left 00-00-00 11-09-08 Live 40 psf 24" 100% Dead 15 psf 24" 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Moment 1459 ft -lbs 24.8% 100% 4 1 - Internal Neg. Moment -114 ft -lbs 1.9% 100% 2 1 - Right End Reaction 566 lbs 49.5% 100% 4 1 - Left Int. Reaction 739 lbs 25.2% 100% 2 1 - Right Cont. Shear 580 lbs 28.1% 100% 2 1 - Right Total Load Deft. 02659 (0.047") 9.0% 4 1 Live Load Defl. L/3613 (0.034") 13.3% 4 1 Total Neg. Defl. -0.013" 2.7% 4 2 - Right Support Max Defl. 0.047" 4.7% 4 1 Span / Depth 7.8 n/a 1 Bearing Supports %Allow %Allow Name Type Dim. (L x W) Value Support Member Material BO Wall/Plate 2-1/2" x 2-1/2" 566 lbs 21.3% n/a Spruce -Pine -Fir B1 Beam 3-1/2" x 2-1/2" 739 lbs 9.4% n/a Versa -Lam DF Cautions Design assumes Top and Bottom flanges to be restrained at cantilever. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing BOISE' BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Double 1 3/4" x 16" VERSA -LAM® 2900 SP File Name: 40536: BM -01 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: B0, 3-1/2" 3427 lbs General Data 8252 ft -lbs Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 00-06-00 Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD TM, BC OSB RIM BOARDTm, BOISE GLULAMT" VERSA -LAW, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND TM, VERSA -STUD®, ALLJOIST® and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 2 2 I .__ 1 1 _i. _ j--- r i ,\a% Load - 40 psf 115 psf Tributary 00-06-00 Total Horizontal Length - 10-07-08 Load Summary 8252 ft -lbs Neg. Moment ID Description Load Type Ref. S Standard Load Unf. Area Left 1 ROOF Unf. Area Left 2 FLOOR Unf. Area Left 3 BM -3 Conc. Pt. Left 4 BM -2 Conc. Pt. Left Controls Summary Control Type Value Moment 8252 ft -lbs Neg. Moment 0 ft -lbs End Shear 3505 lbs Total Load Defl. L/1502 (0.085") Live Load Defl. L/2121 (0.06") Max Defl. 0.085" Bearing Supports B1, 3-1/2" 3999 lbs Start End Type Value Trib. Dur. 00-00-00 10-07-08 Live 40 psf 00-06-00 100% Post at Bearing BO analyzed for bearing only, column analysis has not been performed. Dead 15 psf 00-06-00 90% 00-00-00 08-09-00 Live 30 psf 04-00-06 125% Dead 12 psf 04-00-06 90% 00-00-00 08-09-00 Live 40 psf 07-00-00 100% Dead 15 psf 07-00-00 90% 08-10-12 08-10-12 Live 9591bs n/a 100% Dead 360 lbs n/a 90% 08-10-12 08-10-12 Live 580 lbs n/a 100% Dead 217 lbs n/a 90% % Allowable Duration Load Case Span Location 23.6% 100% 2 1 - Internal n/a 100% 32.4% 100% 2 1 - Right 16.0% 3 1 22.6% 3 1 8.5% 3 1 % Allow % Allow Name Type Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/2" 3427 lbs 38.6% 32.9% Spruce -Pine -Fir B1 Post 3-1/2" x 3-1/2" 3999 lbs 45.0% 38.4% Spruce -Pine -Fir Cautions Post at Bearing BO analyzed for bearing only, column analysis has not been performed. Post at Bearing B1 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing BC CALL® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 BO7SE'. Double 1 3/4" x 16" VERSA-LAM(g) 2900 SP File Name: 40536: BM -01 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier City, State, Zip. , FL Designer: Customer: Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a=2" b=3" c=6" d=12" Page 2 of 2 -d a C a T -I rbr BOISE BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Double 1 3/4" x 11 7/8" VERSA -LAM® 2900 SP File Name: 40536: BM -02 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: \a1 --T Standard Load - 40 psf 115 psf Tributary 00-06-00 - — -- - ----�---- i— V BO, 3-1/2" 3162 lbs LL 1325 lbs DL 09-08-04 Gj B1, 3-1/2" 5343 lbs LL 3240 lbs DL Total Horizontal Length - 17-03-00 07-06-12 �1 B2, 3-1/2" 556 lbs LL 241 lbs DL General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf. Area Left 00-00-00 17-03-00 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 2 1 BM -4 Conc. Pt. Left 03-09-00 03-09-00 Live 5089 lbs n/a 100% Left Cantilever: No Dead 1908 lbs n/a 90% Right Cantilever: No 2 WALL Unf. Lin. Left 03-09-00 17-03-00 Live 0 plf n/a 100% Dead 110 plf n/a 90% Slope: 0/12 3 JACKS Unf. Area Left 03-09-00 17-03-00 Live 30 psf 04-10-00 125% Tributary: 00-06-00 Dead 12 psf 04-10-00 90% 4 F6 Conc. Pt. Left 05-09-00 05-09-00 Live 795 lbs n/a 115% Dead 298 lbs n/a 90% Live Load: 40 psf Controls Summary Dead Load: 15 psf Control Type Value % Allowable Duration Load Case Span Location Partition Load: 0 psf Moment 14909 ft -lbs 74.9% 100% 2 1 - Internal Duration: 100 Neg. Moment -8283 ft -lbs 41.6% 100% 2 1 - Right End Shear 4011 lbs 49.9% 100% 2 1 - Left Disclosure Cont. Shear 5546 lbs 55.2% 125% 3 1 - Right The completeness and accuracy of Uplift 580 lbs n/a 4 2 - Right the input must be verified by anyone Total Load Defl. L/574 (0.203") 41.8% 4 1 who would rely on the output as Live Load Defl. U812 (0.143") 59.1% 4 1 evidence of suitability for a Total Neg. Defl. -0.05' 9.9% 4 2 particular application. The output Max Defl. 0.203" 20.3% 4 1 above is based upon building code -accepted design properties Bearing Supports and analysis methods. Installation % Allow % Allow of BOISE engineered wood Name Type Dim. (L x W) Value Support Member Material products must be in accordance BO Post 3-1/2" x 3-1/2" 4486 lbs 50.5% 43.1% Spruce -Pine -Fir with the current Installation Guide B1 Post 3-1/2" x 3-1/2" 8583 lbs 96.6% 82.4% Spruce -Pine -Fir and the applicable building codes. B2 Post 3-1/2" x 3-1/2" 796 lbs 9.0% 7.6% Spruce -Pine -Fir To obtain an Installation Guide or if you have any questions, please call Cautions (800)232-0788 before beginning Uplift of 580 lbs found at span 2 —Right. product installation. Post at Bearing BO analyzed for bearing only, column analysis has not been performed. BC CALCO, BC FRAMER@, BCI@, Post at Bearing B1 analyzed for bearing only, column analysis has not been performed. BC RIM BOARD TM, BC OSB RIM Post at Bearing B2 analyzed for bearing only, column analysis has not been performed. BOARDTA4, BOISE GLULAMT"^ VERSA -LAM@, VERSA -RIM@, Notes VERSA -RIM PLUS@, Design meets Code minimum (L/240) Total load deflection criteria. VERSA-STRANDTm, Design meets User specified (L/480) Live load deflection criteria. VERSA -STUD@, ALLJOIST@ and Design meets arbitrary (1") Maximum load deflection criteria. AJST11 are trademarks of Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Boise Cascade Corporation Page 1 of 2 80iSE'- BC CALC® 2003 DESIGN REPORT - US Double 1 3/4" x 11 7/8" VERSA -LAM® 2900 SP File Name: 40536: BM -02 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: ICBG 5512, NER 629 Misc: Connection Diagram Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a=2" b=3" c = 7-7/8" a d = 12" �- Page 2 of 2 Tuesday, March 23, 2004 14:52 BOISE - BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Double 1 3/4" x 16" VERSA -LAM® 2900 SP File Name: 40536: BM -03 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: 1 II -- – — Standar L L ?_� ♦ _fT i ♦L d Load - 40 psf 1 15 psf Tributary 00-06-00 B0, 3-1/2" 1319 lbs General Data Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 00-06-00 Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER@, BCI@, BC RIM BOARD TM, BC OSB RIM BOARD TM, BOISE GLULAMT"" VERSA -LAM@, VERSA -RIM@, VERSA -RIM PLUSO, VERSA -STRAND TM, VERSA -STUD@), ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 2 B1, 3-1/2" 1097 lbs Total Horizontal Length - 08-00-12 Load Summary ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf. Area Left 00-00-00 08-00-12 Live 40 psf 00-06-00 100% Dead 15 psf 00-06-00 90% 1 WALL Unf. Lin. Left 00-00-00 03-11-00 Live 0 plf n/a 100% Dead 110 plf n/a 90% 2 ROOF Unf. Area Left 00-00-00 08-00-12 Live 30 psf 04-10-00 125% Dead 12 psf 04-10-00 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Moment 2441 ft -lbs 5.6% 125% 3 1 - Internal Neg. Moment 0 ft -lbs n/a 100% End Shear 844 lbs 6.2% 125% 3 1 - Left Total Load Defl. L/8137 (0.012") 2.9% 3 1 Live Load Defl. 014742 (0.007') 3.3% 3 1 Max Deft. 0.012" 1.2% 3 1 Bearing Supports % Allow % Allow Name Type Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/2" 1319 lbs 14.9% 12.7% Spruce -Pine -Fir B1 Post 3-1/2" x 3-1/2" 1097 lbs 12.4% 10.5% Spruce -Pine -Fir Cautions Post at Bearing BO analyzed for bearing only, column analysis has not been performed. Post at Bearing B1 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14 52 BOISE,° Double 13/4" x 16" VERSA -LAM® 2900 SP File Name: 40536: BM -03 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Member has no side loads. Connectors are: 16d Sinker Nails a=2" b=3" c=6" d=12" Page 2 of 2 BOiSE" BC CALCO 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Triple 13/4" x 16" VERSA -LAM@) 2900 SP File Name: 40536: BM -04 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: tl' B1, 3-1/2" BO, 3-1/2" 6997 lbs 6997 lbs General Data Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 00-06-00 Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALCO, BC FRAMER@, BCI@, BC RIM BOARDTm, BC OSB RIM BOARD TM, BOISE GLULAM74 VERSA -LAM@, VERSA -RIM@, VERSA -RIM PLUSO, VERSA -STRAND TM VERSA -STUD@, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 2 Bearing Supports % Allow % Allow Name Type Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/2" 6997 lbs 78.8% 67.2% Spruce -Pine -Fir B1 Post 3-1/2" x 3-1/2" 6997 lbs 78.8% 67.2% Spruce -Pine -Fir Cautions Member is not fully supported at post BO. A connector is required at this bearing. Post at Bearing BO analyzed for bearing only, column analysis has not been performed. Member is not fully supported at post B1. A connector is required at this bearing. Post at Bearing 131 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Total Horizontal Length - 19-10-08 Load Summary ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf. Area Left 00-00-00 19-10-08 Live 40 psf 00-06-00 100% Dead 15 psf 00-06-00 90% 1 FLOOR Unf. Area Left 00-00-00 19-10-08 Live 40 psf 03-00-00 100% Dead 15 psf 03-00-00 90% 2 WALL Unf. Lin. Left 00-00-00 19-10-08 Live 0 plf n/a 100% Dead 110 plf n/a 90% 3 ROOF Unf. Area Left 00-00-00 19-10-08 Live 30 psf 09-00-00 125% Dead 12 psf 09-00-00 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Moment 34768 ft -lbs 53.0% 125% 3 1 -Internal Neg. Moment 0 ft -lbs n/a 100% End Shear 6058 lbs 29.8% 125% 3 1 - Left Total Load Defl. L/346 (0.69") 69.4% 3 1 Live Load Defl. L/594 (0.402") 80.8% 3 1 Max Defl. 0.69" 69.0% 3 1 Bearing Supports % Allow % Allow Name Type Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/2" 6997 lbs 78.8% 67.2% Spruce -Pine -Fir B1 Post 3-1/2" x 3-1/2" 6997 lbs 78.8% 67.2% Spruce -Pine -Fir Cautions Member is not fully supported at post BO. A connector is required at this bearing. Post at Bearing BO analyzed for bearing only, column analysis has not been performed. Member is not fully supported at post B1. A connector is required at this bearing. Post at Bearing 131 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing P BOISE BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Triple 1 3/4" x 16" VERSA -LAM® 2900 SP File Name: 40536: BM -04 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited ICBG 5512 NEP 629 Misc: Code reports. Connection Diagram Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d SiN er Nails b=31, - a=2 d - c=6 1 d=12" e=3" Page 2 of 2 i fb1 Page 2 of 2 in BC CALCO 2003 DESIGN REPORT - US BOLSEV Double 1 314" x 16" VERSA-LAM(g) 2900 SP File Name: 40.536 : BM -05 Job Name: #40536 JOHN DAVIE Description Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: \1/ T Standard Load - 40 psf 115 Tributary 00-06-00 Tuesday, March 23, 2004 14:52 1684 lbs ee3 los General Data 40 psf Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 00-06-00 Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD TM, BC OSB RIM BOARD TM, BOISE GLULAMT" VERSA -LAW), VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND TM VERSA -STUD®, ALLJOIST® and AJSM are trademarks of Boise Cascade Corporation. Page 1 of 1 Total Horizontal Length - 18-07-00 Load Summary 5085 ft -lbs Neg. Moment 0 ft -lbs End Shear ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf. Area Left 00-00-00 18-07-00 Live 40 psf 00-06-00 100% 13.2% Dead 15 psf 00-06-00 90% 1 BM -7 Conc. Pt. Left 03-01-12 03-01-12 Live 1123 lbs n/a 100% 2 Dead 421 lbs n/a 90% Controls Summary Control Type Value Moment 5085 ft -lbs Neg. Moment 0 ft -lbs End Shear 1627 lbs Total Load Deft L/1822 (0.122") Live Load Defl. U2925 (0.076") Max Defl. 0.122" Bearing Supports Name Type Dim. (L x W) BO Post 3-1/2" x 3-1/2" 61 Post 3-1/2" x 3-1/2" % Allowable Duration Load Case Span Location 14.5% 100% 2 1 -Internal n/a 100% 15.0% 100% 2 1 - Left 13.2% 2 1 16.4% 2 1 12.2% 2 1 % Allow % Allow Value Support Member Material 1684lbs 19.0% 16.2% Spruce -Pine -Fir 663lbs 7.5% 6.4% Spruce -Pine -Fir Cautions Post at Bearing BO analyzed for bearing only, column analysis has not been performed. Post at Bearing B1 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a=2• b = 3" 1_- c=6" a d=12" BC CALL® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Double 1 3/4" x 16" VERSA -LAM® 2900 SP File Name: 40536 : BM -06 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports`. ICBG 5512, NER 629 Misc fi 4 _ s z Standard Load - 40 psf 115 psf Tributary 900-06-0 —` 08-04-12 10-00-08 – 01-05-04 B0, 3-1/2" B1, 3-1/2" 82, 3-1/2" 4500 lbs LL 2337 lbs LL 831 l bs DL lbs LL 3190 lbs DL 1550 lbs DL 831 l Total Horizontal Length - 19-10-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf. Area Left 00-00-00 19-10-08 Live 40 psf 00-06-00 100% Member Type: Floor Beam Dead 15 psf 00-06-00 90% Number of Spans: 3 1 ROOF Unf. Area Left 00-00-00 19-10-08 Live 30 psf 02-00-00 125% Left Cantilever: No Dead 12 psf 02-00-00 90% Right Cantilever: Yes 2 WALL Unf. Lin. Left 00-00-00 19-10-08 Live 0 plf n/a 100% Dead 110 plf n/a 90% Slope: 0/12 3 ROOF Unf. Area Left 00-00-00 19-10-08 Live 30 psf 09-00-00 125% Tributary: 00-06-00 Dead 12 psf 09-00-00 90% 4 FLOOR Unf. Area Left 00-00-00 19-10-08 Live 40 psf 01-00-00 100% Dead 15 psf 01-00-00 90% Live Load: 40 psf Controls Summary Dead Load: 15 psf Control Type Value % Allowable Duration Load Case Span Location Partition Load: 0 psf Moment 7039 ft -lbs 16.1% 125% 6 2 - Left Duration: 100 Neg. Moment -7039 ft -lbs 16.1% 125% 6 1 - Right End Shear 1370 lbs 10.1% 125% 4 1 - Left Disclosure Cont. Shear 3144 lbs 23.2% 125% 6 2 - Left The completeness and accuracy of Total Load Defl. L/3067 (0.039") 7.8% 5 2 the input must be verified by anyone Live Load Defl. L/4497 (0.027") 10.7% 5 2 who would rely on the output as Total Neg. Defl. -0.041" 8.1% 6 3 - Right Support evidence of suitability for a Max Defl. 0.039" 3.9% 5 2 particular application. The output above is based upon building Bearing Supports code -accepted design properties % Allow % Allow and analysis methods. Installation Name Type Dim. (L x W) Value Support Member Material of BOISE engineered wood BO Post 3-1/2" x 3-1/2" 2263 lbs 25.5% 21.7% Spruce -Pine -Fir products must be in accordance B1 Post 3-1/2" x 3-1/2" 7690 lbs 86.6% 73.8% Spruce -Pine -Fir with the current Installation Guide B2 Post 3-1/2" x 3-1/2" 3887 lbs 43.8% 37.3% Spruce -Pine -Fir and the applicable building codes. To obtain an Installation Guide or if Cautions you have any questions, please call Post at Bearing BO analyzed for bearing only, column analysis has not been performed. (800)232-0788 before beginning post at Bearing B1 analyzed for bearing only, column analysis has not been performed. product installation. Post at Bearing B2 analyzed for bearing only, column analysis has not been performed. BC CALCO, BC FRAMER&, BCI&, Notes BC RIM BOARDTM, BC OSB RIM BOARDT"^ BOISE GLULAMTM' Design meets User specified (L/240) Total load deflection criteria. VERSA LAM@, VERSA -RIM®, Design meets Code minimum (2xL/240) Live load deflection criteria for cantilever spans due to roof loads. VERSA -RIM PLUS@, Design meets Code minimum (L/360) Live load deflection criteria for non -cantilever spans. VERSA-STRANDTm, Design meets arbitrary (1") Maximum load deflection criteria. VERSA -STUD@, ALLJOISTO and Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 2 BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Double 1 3/4" x 16" VERSA -LAM® 2900 SP File Name: 40536 : BM -06 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Member has no side loads. Connectors are: 16d Sinker Nails a=2" b=3" c=6" a d=12" a Page 2 of 2 BOISE BC CALC® 2003 DESIGN REPORT - US Tuesday, March 23, 2004 14:52 Double 1 3/4" x 16" VERSA -LAM® 2900 SP File Name: 40536. BM -07 Job Name: #40536 JOHN DAVIE Description: Address: BEACH AVE ATLANTIC BCH. Specifier: City, State, Zip: , FL Designer: Customer: Company: Lumber Unlimited Code reports: ICBO 5512, NER 629 Misc: BO, 3-1/2" 1544 lbs General Data 40 psf Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 00-06-00 Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD TM, BC OSB RIM BOARD TM, BOISE GLULAMT"' VERSA -LAW, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND T"" VERSA -STUD®, ALLJOIST® and AJST9 are trademarks of Boise Cascade Corporation. Page 1 of 1 Standard Load. - 40 psf 115 psf Tributary 00-06-00�� B1, 3-1/2" 1544 lbs Total Horizontal Length - 06-08-08 Load Summary ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf. Area Left 00-00-00 06-08-08 Live 40 psf 00-06-00 100% Dead 15 psf 00-06-00 90% 1 FLOOR Unf. Area Left 00-00-00 06-08-08 Live 40 psf 07-07-00 100% Dead 15 psf 07-07-00 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Moment 2589 ft -lbs 7.4% 100% 2 1 -internal Neg. Moment 0 ft -lbs n/a 100% End Shear 930 lbs 8.6% 100% 2 1 - Left Total Load Defl. L/9170 (0.009") 2.6% 2 1 Live Load Defl. L/13055 (0.006") 3.7% 2 1 Max Defl. 0.009" 0.9% 2 1 Bearing Supports % Allow % Allow Name Type Dim. (L x W) Value Support Member Material BO Post 3-1/2" x 3-1/2" 1544 lbs 17.4% 14.8% Spruce -Pine -Fir B1 Post 3-1/2" x 3-1/2" 1544 lbs 17.4% 14.8% Spruce -Pine -Fir Cautions Post at Bearing BO analyzed for bearing only, column analysis has not been performed. Post at Bearing B1 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing Connection Diagram Member has no side loads. Connectors are: 16d Sinker Nails a=2" b=3" c=6" a d=12" L a r -_ Alpine Engineered Products, Inc. 1950 Marley Drive Haines City, FL 33844 (863) 422-8685 Florida Engineering Certificate of Authorization Number: 567 Page 1 of 1 Document ID:ISBN235-Z0930134702 Truss Fabricator: Lumber Unlimited Job Identification: 40536B -JOHN DAVIE -- BEACH AVE ATLANTIC BEACH (40536BI-JOHN DAVIE-BEACH AVE ATLANTIC BEACH Truss Count: 23 Model Code: Florida Building 'Code 2001 Truss Criteria: ANSI/TPI-1995 Engineering Software: Alpine Software,Versions 7.00.0118.20, 7.00.0130.16. Structural Engineer of Record or See Below: Address: Minimum Design Loads: Roof - 42 PSF @ 1.25 Duration o- Floor - 62.0 PSF @ 1.00 Duration - Wind - 120 MPH ASCE-98 -Partially Enclosed Notes: Seal Date: 03/3012004 1. Determination as to the suitability of these truss components for',the structure is the responsibility of the building designer/engi neer' of -Truss Design Engineer - record, as defined in ANSI/TPI 1-1995 Section 2.2 Manuel Martinez Florida License Number: 47182 2. The seal date shown on the individual truss component drawings must 1950 Marley Drive match the seal date on this index sheet. Haines City, FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Lumber Unlimited for the above referenced job identification. 'Loads applied by non -truss elements and basic load parameters are to 'be reviewed"and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing number"is preceded by:,HCUSR235 No Standard Details 11111111111111 6 26316--Llb M9U439 U/4U/U4 "26317--C6 04090448 0/30/04 8,-; 26318-C17 04090449 01/30/04T, 9 26319--D22 04090446 0$/30/04 10;26320--D23(2PLY)"." 04090447 03"/30/04 11 26321--D24 04090450 03/30/04 12 26322--D25(2PLY) 04090451 03/30/04 13 26323--D26 04090453 03/30/04 14 26324--D27(2PLY) 04090454 0$/30/04 15 26325--EJ18 04090438 03/30/04 16 26326--HJ19 04090433 03/30/04 17 26327--CJ20 04090434 03/30/04 18 26328--EJ21 04090444 0;3/30/04 19 26329--EJ28 04090443 03/30/04 20 26330--EJ29 04090437 03/30/04 21 26331--CJ30 04090440 0/30/04 22 26332--CJ31 04090435 03/30/04 23 26333--CJ32 04090436 03/30/04 11111111111111 I � O N LC) M =_ X 3 M X v Ln Ln r O III LO >< x "o- PEI, P. 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