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715 Seminole Rd (vault) Z/1 ' JOB ADDRESS' fl 1s- -mvr\ `` TYPE WOR 4ui 1C1t.XVJ' PROPERTY OWNER �. An_ TELEPHONE d`I . dS 1 CONTRACTOR at( TELEPHONE PERMIT NUMBER ad-t�'t vC DATE (1)• - i 1 I N S P E C T I O N S: F O O T I N G B - . 0 1 TTE BEAM LINTEL NAILJN G $ g -0 FRAMING/CO UP. INSULATION 2M /7til . FINAL BUILD G i I J`4 0 2 CERTIFICATE OF OCCUPANCY i I °'L-_ R7.FCTRICAL PERMIT# C 7 r••i�► �� �'' g"c INSPECTIONS ROUGH' F' (( D( F I N A L T AW MIMI 111 El b MECHANICAL PERMIT# Z4s-2- INSPECTIONS ROUGH FINAL _ A_° PLTJMPJ VG PERMIT# INSPECTIONS ROUGH/UNDER SLAB °l 21 l°I TOPOUT WATER/SEWER FINAL -`1-0 NOTE S e 2-�� �// 1/vi Vn ■roAntit--fre �? 117 R/�`611 i 1 4 • 5)1,mA/rug-D AGENDA COMMUNITY DEVELOPMENT BOARD CITY OF ATLANTIC BEACH March 20, 2001 7:00 p.m. 1. Call to Order 2. Approval of Minutes of Meeting of February 20, 2001 3. Recognition of Visitors 4. Old Business a. Application for Variance filed by John Meserve to reduce the rear and side yard setbacks to build an addition to a non-conforming residence located at 2126 Beach Avenue. b. Application for Use by Exception filed by Atillio and Cathy Cerqueira to store boats and recreational vehicles on the property located at Lots 1 through 7, Section H. c. Application for Variance filed by Atillio and Cathy Cerqueira to erect a six-foot fence around the perimeter of Lots 1 through 7, Section H. d. Preliminary Subdivision Plat Review for Hidden Paradise. 5. New Business a. Application for Variance filed by Coalson Contractors, Inc., to reduce the rear yard setback to renovate the home located at 1814 Seminole Road. b. Application for Variance filed by Chris Lambertson to reduce the front yard setbacks of Lot 95, Saltair Section No. 3, to construct a new home. c. Review of Application for Variance filed by J. Malcolm Jones for an existing fence exceeding the six-foot height limitation at the property located at 161 Beach Avenue. 6. Reports and Announcements 7. Adjournment If any person decides to appeal any decision made by the Community Development Board at the above meeting, he will need a record of the proceedings, and for such purpose, may need to ensure that a verbatim record of the proceedings be made, which record shall include the testimony and evidence upon which appeal is to be based. 4 • Minutes of Community Development Board March 20, 2001 Page 6 Mr. Frohwein asked Mr. Worley if the Board were to grant this variance, is there any reason that the applicant could not change his mind and close the room in without requesting another variance? Mr. Worley responded that setbacks are measured to the vertical supports of the roof of the building so if the Board grants a variance, it is to the post that is supporting the roof. He said that if the applicant came in at some future date and wanted to enclose that area, he would not view that as violating the variance that is granted. Mr. Worley further stated that if the posts were set back to comply with the setback of the roof, it could overhang. Mr. Coalson stated that he felt this was reasonable. Mr. Frohwein offered a substitute motion to grant the variance to allow this owner to demolish and rebuild this addition with the dimensions as currently existing as of this date which would disallow any additional structures including the vertical posts for the proposed patio cover and the provision that the patio posts conform to the setback lines. Mr. Gulliford seconded the motion, which passed by unanimous vote. b. Application for Variance filed by Chris Lambertson to reduce the front yard setbacks of Lot 95, Saltair Section No. 3, to construct a new home. Mr. Chris Lambertson introduced himself and stated that he is requesting a front yard variance to save a magnolia, oak and pine tree. He stated that in 1990 a variance was granted to reduce the rear yard setback to five feet for the purpose of saving the trees. Mr. Lambertson stated that since the three trees sit right on the property line,they bumped out the proposed home in those areas. However, he said that in order to do this they had to move the house forward because of the odd shape of the lot. He said that this variance will affect the neighbors in a positive manner in that they are moving the house away from the neighbors behind, as well as saving the trees which would create a buffer. Mr. Lambertson further advised that there is a 25-foot right-of- way between Seminole Road and the front of the house so there would still be 40 feet between Seminole Road and the front of the house. Mr. Worley clarified that the original variance was granted to allow for a single family dwelling to be constructed. He stated that this is a substandard lot so a variance was needed to build a house on it. He further stated that the variance provided for a 5-foot rear setback. Mr. Worley clarified that under the previous variance, the rear property line was considered the east boundary line which backs up to the platted lots. Mr. Worley clarified that the applicant is seeking to shift the house forward to 7.5 feet from the rear rather than five feet and encroach the front by 5 feet rather than provide the 20 feet. Mr. Worley further stated that the original application was abiding by the 20 feet but it was closer to the rear lot line and encroaching on those trees. Mr. Wolfson stated that if this Board grants the variance,the Board is allowing the house to be moved five feet closer to the front yard setback. Mr. Lambertson advised that the proposed home would be two stories. He stated that he thought it would be too intrusive to build a 3-story home, plus it would destroy the magnolia tree since the limbs come out so far. Mr. Wolfson stated that he feels that Mr. Lambertson has done the minimum to diversely impact this particular lot. 4 Minutes of Community Development Board March 20, 2001 Page 7 Mr. Gulliford moved to grant the variance as requested. Mrs. Walker seconded the motion. Mr. Frohwein expressed his concern with regard to reducing the rear yard setback from 20 feet to 7.5 feet and also a 15-foot front yard setback. He stated that he would like to see the 20-foot front yard maintained but is more than willing to agree to a 5-foot rear yard setback. Mr. Frohwein stated that perhaps a four-bedroom house on this lot is too much. Mr. Gulliford stated that Mr. Lambertson could move the house back five feet and encroach less on the front setback but the oak tree would be compromised. He stated that he would rather see the oak tree stay. In addition, he stated that the encroachment is minimal because just points of the house will be. hitting the property line instead of a solid wall across the front. Mr. Wolfson stated that taking into consideration the uniqueness of the lot, the location of the lot in relation to Howell Park, the 25-foot right of way, he did not know what more could be done with the lot. A vote was taken and Mr. Wolfson, Mr. Gulliford and Mrs. Walker voted in favor of the motion, Mr. Frohwein voted in opposition to the motion. c. Review of Application for Variance filed by J. Malcolm Jones for an existing fence exceeding the six-foot height limitation at the property located at 161 Beach Avenue. Mr. Steven Diebenow of Rogers, Towers, Bailey, Jones & Gray introduced himself. He stated that he was in attendance tonight with Mr. Jones on behalf of Emily Pierce. Mr. Diebenow stated that this matter has been before the Board previously. Mr. Diebenow advised that in 1999 a neighbor made a complaint about this particular fence. When Ms. Pierce came before the Code Enforcement Board, the Board came to the conclusion that the best way to address this issue would be through a variance. He said that in March of 2000, Ms. Pierce filed an application for a variance and this Board denied that variance in July of 2000. Mr. Diebenow further stated that the Board was very concerned about the precedent that was going to be set if this particular variance was approved. In fact, one of the crucial items contained in the staff report was that the Cedar Cove Condominiums met the setback requirements. Mr. Diebenow stated that the Cedar Cove Condominium is set back 7.5 feet from the property line and the proper setback in the RG2 zoning district is 15 feet. Mrs. Walker asked Mr. Worley if the side yards as they are now met the setback requirement when Cedar Cove Condominiums became a PUD? Mr. Worley responded that it was relatively close together in time frame that the RG2 district was applied to that area. He said that Mr. Diebenow is correct that the setback requirement for multi-family is 15 feet. He stated that the size and location of the building should not be the determining factor but the use of the building as a multi-family building could be. Mr. Worley said that a single family home could be built 7.5 feet off of that line, it could be three stories, it could have balconies that extend as far as these and still comply with the setback requirements. Mr. Wolfson stated that he wanted to go on record that he felt he erred the last time this variance request came before the Board. Mr. Wolfson moved to recommend that the application for the variance filed by Mr. Jones be approved. Mr. Gulliford seconded the motion. RECEIVED APPLICATION FO _ VAIZIANCt� MAR City 0 6 2001 of Atlantic Beach Building A d_7®nIng NEXT MEETING DATE: ._ AAcc,� aO4 9-011 FILING DEADLINE: _n�A_Qf.Q1L_ �G1 ?_._. PLEASE TYPE OR PRINT IN INK APPLICATION FEE $75 . 00 i r of-1 - 0060 TO REQUEST A VARIANCE FROM THE REGULATIONS INDICATED HEREIN , THE APPLICANT MUST SHOW THAT THERE ARE UNNECESSARY HARDSHIPS IN CARRYING OUT THE STRICT LETTER OF THE CODE. CIS - mss (ALY1 --- - Applicants Name Owners Name Address Address 32 50 Jac-__ NV1�LTe '''�` , ft _39060 City, State , Zip City , State , Zip Telephone : a`- \ Telephone :_. ---- Street address and legal description of subject property: Note : Copy of deed and survey or plot plan indicating proposed construction must be attached . L-aaT _ Zoning classification of propery: -.—_I��'_�-__-1111___.._ ----_ Section of code from which variance is Describe variance requested: 15 Fizo Supporting data which should be considered by Board : — — - --(//�gNC•4 ____4N__..s2L ��{v_ h ___/�----^! _____O__ to-- GkAD 0415.7.7114e_-__ &(Tgg. Pk_- ___.4___i.1.2.E_Ifif_4___Cd__Tito_p_0_,14.6.__MArimit. motAt egorseti oadv.4 fvr ikes AtoAol .rfLowN. ANLI A36t.&+1,/,15 Qcbeerk t bus Nor C“ef-4, IN FILING THIS APPLICATION FOR VARIANCE , THE UNDERSIGNED UNDERSTANDS IT BECOMES A PART OF THE OFFICIAL RECORDS OF THE CITY AND DOES HEREBY CERTIFY THAT ALL INFORMATION CONTAINED HEREIN IS TRUE TO THE BEST OF HIS/HER KNOWLEDGE . o._ _ ---. .--------- Signature f Property-Owner ( required for processing ) r , j r a • . PURCHASE AND SALE AGREEMENT AND DEPOSIT RECEIPT it Mason Realty Corp.REAIiORS• WATSON REALTY CORP., REALTORS® REALTOR' PARTIES Ctie7J / cam 2. eiee?sew ("BUYER"), and OroL9ef4 p2P AGGQde..P ("SELLER"), which terms may be singular or plural and include the successors, personal representatives and assigns of SELLER and BUYER,hereby agree that SELLER will sell and BUYER will buy the,fgilbwing property ("Property"), upon the following terms and conditions if completed or marked. In any conflict of terms or conditions, that which is added will supersede that which is printed or marked. The Property is in 1)UU/4t County, Ftbrida and is described as follows (if lengthy, attach legal description): .r ff s o to 474 ',iv !e4.a 01-07-9,5, e5R,c r� /�e %S6( i�yN moo. 3 flsR6cne ,�,L r eoo it- I 0 Pi96C /; ADDRESS: ,(Dr 9f SG/yl//e),0/ 4/ d/4///e 9c,/ ZIP: -7-?1-s=3 It is understood that the Pr�perty will be conveyed by GENERAL WARRANTY DEED (unless otherwise required herein)subject to current taxes, existing zoning (unless specified otherwise in paragraph 12), covenants, restrictions, and easements of record. 1. TOTAL PURCHASE PRICE to be paid by BUYER is payable as follows: (A) Binder deposit, which will remain a binder until closlr►g, unless sooner forfeited or returned, /12 odd according to the provisions of this Agreement. . . . . $ / (B) Additional binder deposit due within days after acceptance of this Agreement $ (C) Balance due at closing (not including BUYER'S closing costs, prepaid items or prorations) in U.S. cash or locally drawn certified or cashiers check. . . approx exactly $ 30 000 (D) Proceeds of new note and mortgage to be executed by BUYER to any lender other than SELLER $ (E) Purchase money mortgage and note to SELLER on terms set forth in paragraph 2C $ 4s 000 (F) Existing mortgage balance encumbering the Property to be assumed by BUYER (approximately) $ Mortgagee Loan # Int. Rate P&I Q� �O� (G) TOTAL PURCHASE PRICE approx exactly $ O i2. C . NCING: If BUYER does not obtain the required financing but otherwise complies with the terms hereof, the binder deposit, I ss sale and loan processing costs incurred, will be returned to BUYER. ( ) Application for the mortgage described in paragraph 1(D)will be made with a lender selected by [ ] SELLER or [ ] BUYER. Unless such mortgage loan is approved, within • days of date of acceptance of this Agreement,without contingencies, except those pertaining to the Property which are required for closing, such as marketable title, wood-destroying organism inspection and survey as required by this Agreement, SELLER or BUYER will have the right to terminate this Agreement, and BUYER will return to SELLER all title evidence and surveys received from SELLER. Within days of date of acceptance of this Agreement, BUYER will make application for financing, pay lender for appraisal and credit reports, instruct lender to order same without delay, and timely furnish any and all credit, employment, financial and other information required by lender. If the original loan application is denied, BUYER, if requested by SELLER, will reapply within -days of such request at an alternate iin titugnal lender selected by SELLER. /[/" HA: " It is expressly agreed that, notwithstanding any other provisions of this Contract, the PURCHASER shall not be obligated to omplete the purchase of the property described herein or to incur any penalty by forfeiture of earnest money deposits or otherwise unless the PURCHASER has been given in accordance with HUD/FHA or VA requirements a written statement by the Federal Housing Commissioner, Department of Veterans Affairs, or a Direct Endorsement lender setting forth the appraised value of the property of not less than $ ".The PURCHASER shall have the privilege and option of proceeding with consummation of the Contract without regard to the amount of the appraised valuation. The appraised valuation is arrived at to determine the maximum mortgage the Department of Housing and Urban Development will insure. HUD does not warrant the value nor the condition of the property. The PURCHASER should satisfy himself/herself that the pr' a and condition of the property are acceptable." ( VA: It is expressly agreed that, notwithstanding any other provisions of this Agreement, the BUYER shall not incur A. by forfeiture of earnest money or otherwise be obligated to complete the purchase of the Property described herein, if the Agreement purchase price or cost exceeds the reasonable value of the PROPERTY established by the Veterans Administration. The BUYER shall, however, have the privilege and option of proceeding with the consummation of the agreement without regard to the amount of reasonable value elawbillilsih ed by the VA. ( ) ORTGAGE ASSUMPTION: BUYER understands that loan interest ( ] will n ot escalate and is [ ] variable [ ] fixed L)[ GPM. If mortgz:gee approval of BUYER is required for loan assumption, BUYER will within days make required application and timely provide qualifying information as required by lender. BUYER's obligation to close is contingent on le der's approval of he assumption within days of the date of acceptance of this Agreement. (C) [✓SELLER: The balance due SELLER will be evidenced by negotiable promissory note of BUYER, secured by valid purchase mone mortgage on the�roperty and deliver 9d by BUYER to SELLER dated the date of closing, bearing ann al interest of_7 ,' .% and f.ayable $3I$ per mon)h for [vJ_ 3o yearsfe /74� 44:444.Privilege of prepayment [yj does apply does not apply.The mortgage will be due on sale not due on sale of property.Within -days after date of acceptance L ] PP Y• [ ( ] P P Y• Y P of this agreement, BUYER will furnish all credit, employment and financial information reasonably required by SELLER. SELLER will within =--days after receipt of the information,deliver a written decision to BUYER as to whether or not SELLER will make the mortgage loan ("Loan Approval"). This Agreement is not assignable without consent of SELLER. 3. LOSS OR DAMAGE: If the Property is damaged by fire or other casualty prior to closing, and cost of restoration does not exceed 3% of the assessed valuation of the improvements located on the Property, cost of restoration will be an obligation of SELLER and closing will proceed pursuant to the terms of this Agreement with cost thereof escrowed at closing. In the event the cost of repair or restoration exceeds 3%of the assessed valuation of the improvements and SELLER declines to repair or restore, BUYER will have the option of either taking the Property al is, together with either the said 3% or any insurance proceeds payable by virtue of such loss or damage, or of canceling this Agreement. PAGE 1 OF 4 S&L13(200) REV 7/00 14. PROPERTY DISCLOSURE: SELLER does hereby represent teat the SELLER has legal authority and capacity to convey the Property with all improvements. SELLER represents thatSELLER has no knowledge of facts materially affecting the value of the Property other than those which BUYER can readily obsecvi Except: • SELLER further represents that the Property is not now and will no be prior to closing subject to a municipal or county code enforcement proceeding and that no citation has been issued Except: • (If the Property is or becomes subject to such a proceeding prior to &sing, SELLER shall comply with Florida Statutes 125.69 and 162.06;notwithstanding anything contained within said Statutes,SELLER shall be responsible for compliance with applicable code and all orders issued in such proceeding unless otherwise agreed herein). (A) Energy Efficiency: In accordance with Florida Statute 553.996,notice is hereby given that the BUYER of real property with a building for occupancy located thereon may have the building's energy-efficiency rating determined. BUYER acknowledges receipt of the energy-efficiency rating informationbrochure prepared by the State of Florida, Department of Community Affairs at the time of or prior to BUYER signing this Ageement. (B) Radon Gas Disclosure: Radon gas is a naturally occurring radioactive gas that, when it has accumulated in a building in sufficient quantities, may present health risks to persons who are posed to it over time. Levels of Radon that exceed federal and state guidelines have been found in buildings in Florida. Additional information regarding radon testing may be obtained from your county public health unit. (C) Flood Zone: BUYER is advised to verify with the lender and a,cp'opriate government agencies whether flood insurance is required and what restrictions apply to improving the Property and ebuilding in the event of casualty. 15. MAINTENANCE, INSPECTION AND REPAIR: SELLER will maintain the Property in its present condition until closing, except for normal wear and tear and any repairs required by this Agreement. (A) Inspections: BUYER may, at BUYER's expense, conduct inspections as described below. It is agreed that the costs of inspections below or any other inspections requested by the BUYER are exempt from the terms of paragraph 7 of this Purchase and Sale Agreement and will be paid by the BUYER regardless of the outcome of this agreement. If BUYER fails to timely conduct any•inspection which BUYER is entitled to make under this paragraph 15, BUYER waives the right to conduct the inspection and accepts the Property in its "AS IS"condition, except as provided in paragraph 15(C) below. BUYER will repair all damages to the Property resulting from inspections and return the Property to its pre-inspection condition. (1) Professional Inspection: BUYER may, within ten (10) days after acceptance of this Agreement, inspect the Property or have the Property inspected by a professional inspector who specializes in home inspections and holds an occupational license for such purpose or who holds a Florida license to build., repair or maintain the items inspected. The Professional Inspection will be conducted to determine if: (a) all major appliances; heating, cooling, mechanical, electrical and plumbing systems; and pool equipment(if any) are in working condition, except (b) the main structure and the roof and pool (if any) are structurally sound and water tight: (c) the roof on the main structure has a remaining economic life of two (2) years or any longer period required by lender. "Working Condition" means operating in the manner in which the item was designed to operate. The Professional Inspection is not intended to discover or note cosmetic conditions and SELLER is not obliged to cure cosmetic conditions or to bring any item into compliance with current building codes unless necessary to put an item in working condition. "Cosmetic Condition" means aesthetic imperfections which do not affect the working condition of the item, such as, but not limited to, tears, worn spots and discoloration of floor coverings, wallpapers, or window treatments, nail holes, scratches, dents, scrapes, chips and caulking in bathroom ceiling,walls,flooring, tile,fixtures or mirrors, and minor cracks in windows,driveways,sidewalks,pool decks,garage floors and patio floors. BUYER must, within fifteen (15) days after acceptance of this Agreement, deliver written notice of any items which are not in the condition required and a copy of the inspector's written report, if any, to SELLER. (2) Walk-Through Inspection: BUYER may, no later than two (2) days prior to closing, walk through the Property solely to verify that SELLER has made repairs required under this Agreement and has maintained the Property. No other issues may be raised as a result of the walk-through inspection. (3) Access and Utilities: SELLER will make the Property available for inspections during the time provided in paragraph 15, and, if not, the time for inspections will be extended by the time access was denied. If utilities are not active at the time the inspections are to be made, BUYER will pay to have the utilities activated for these purposes. (4) Broker's Notice: Neither the Listing Broker nor the Selling Broker warrant the condition of the Property and neither is liable to either party in any manner whatsoever for that condition. Therefore, BUYER and SELLER hereby release and hold harmless said Brokers and their licensees from any claim, loss or damage arising out of or occurring with respect to the condition of the Property. (5) Buyer's Responsibility: Repairs or replacements to the Property after closing or BUYER's occupancy, whichever occurs first, will be BUYER's responsibility unless otherwise agreed in writing. (B) Repair: SELLER is obligated only to make repairs and replacement identified in the BUYER's written notice described in paragraph 15(A) and then only as is necessary to bring those items to the condition required, unless otherwise set forth in this Agreement. SELLER's obligation to pay for repairs and replacements are limited to the amount shown in paragraph 5 (A) of this Agreement. SELLER, within ten (10) days after receiving BUYER's written notice of repairs and BUYER's loan approval, if applicable,will have repairs made in a workmanlike manner by an appropriately licensed person. If such costs exceed the amount specified in paragraph 5 (A) and SELLER declines to pay the excess, BUYER may cancel this Agreement within five_(5) days after receipt of SELLER's notice of SELLER's refusal to pay by giving written notice to the SELLER, or be deemed to have elected to proceed with the transaction, in which event, BUYER will receive credit at closing of an amount equal to the total of the SELLER's repair limit in paragraph 5 (A),'if allowed by lender. If prohibited by lender, SELLER will accomplish the required repairs and BUYER will pay excess amount to SELLER at closing. To secure the BUYER's obligation to pay the excess to SELLER, BUYER shall deposit an additional binder ("Excess Binder") with the Broker in the amount which, when added to the amount to be paid by SELLER, will equal the cost of the repairs. The Excess Binder will not be refunded to BUYER unless SELLER is unable or unwilling to perform its obligations hereunder. (C) Wood-Destroying Organisms: "Wood-destroying Organisms" means arthropod or plant life which may damage a structure. BUYER at BUYER's expense (unless VA), may have the property inspected by a Florida Certified Pest Control Firm to determine whether there is any visible active wood-destroying organism infestation or visible existing damage to the improvements from wood destroying organisms. If BUYER is informed of either or both of the foregoing, BUYER will notify SELLER within five (5) days by furnishing a copy of firm's written report, SELLER will have seven (7) days from receipt of firm's report within which to have all such wood-destroying organism damages inspected and estimated by a licensed building or general contractor. SELLER will pay cost of treatment and repair of all wood destroying organism report damage up to one percent (1.0%o) of the_purchaseorice._If_such_costs_exceed_the amount agreed to.be paid by the SELLER and SELLER declines to pay excess. BUYER will have the option oLa) terminating this Agreement. or (b) proceeding with this transaction, in which event SELLER will bear costs equal to one percent (1.0%) of the purchase pri e, SELLER is not obligated to treat the Property if there is evidence of previous infestation but no visible live infestation and SELLER provides written proof to BUYER of previous treatment of the Property for such infestation by a Florida Certified Pest Control firm or transfers aeurrent bond-or service agreement for such infestation to BUYER at closing, ---- - -- - Dm/7//V1 W I t. oN Watson Realty Corp.REALTORS° DISCLOSURE (:01IMATED BUYER'S EXPENSE Property: Jr O f5 Je,w/mod/G Date Buyer: �i�,�/J �LmJe/2./.1°/ Purchase Price $ 1,?JC 0D0 MONTHLY PAYMENTS Principal & Interest $ Basic Mortgage $ Hazard Insurance MIPNA Funding Fee $ Taxes Total Mortgage Mortgage Insurance For years @ % TOTAL MONTHLY PAYMENT $ ASSOCIATION/CONDO FEES ESTIMATED EXPENSES Recording Fees Deed $ Mortgage $ Total $ .S& _ Note Stamps @ fry . 3� Intangible Tax on Mortgage @ 9, ' Credit Report(s) (usually paid at loan application) Mortgage Transfer and Assumption Charges VA Funding Fee Mortgagee's Origination Fee Mortgage Discount Points Attorney's Fees Wood Destroying Organism Report Appraisal Fee (usually paid at loan application) Survey Tax Service k's' Transaction Fee tc.0 Doc. Preparation V .fC Home Warranty Title Insurance (Simultaneous Mortgagee's) Title Insurance Endorsements Underwriting Fee Other Charges Required by Lender Association/Condo Fee Flood Certification, Courier Fees Other CLOSING EXPENSES (A) $ ,?-;,7C- i PLUS PREPAID(S) INITIAL ESCROW ACCOUNT FUNDING Mos. Hazard Insurance @ Mos. Tax Deposit @ Mos. Mortgage Insurance @ Prepaid Mortgage Insurance Premium (MIP) (1st yr.) Prepaid Interest ADD TOTAL PREPAIDS (B) $ ADD DOWN PAYMENT(Includes Binder) (C) $ TOTAL CASH REQUIREMENT (Total Closing Expenses, Prepaids & Down Payment) (A+B+C) (D) $ e CASH REQUIRED AT CLOSING (D minus Binder of$ ) ESTIMATE MAY VARY DUE TO PRORATION OF RENTS, TAXES, INSURANCE, INTEREST ON MORTGAGE AND OTHER FACTORS. The undersigned BUYS;((SS ., knowledge that these disclosures were made prior to the execution of any contract for real property in question. 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Z v O NU �✓ Z p ••.o H •. va Ei U W V: . / GG 6 H A ao ¢ a vn ta., Lt ■ H z H O O a C: m -, Jun 06 01 03: 49p Harry McNally 904 247 5872 p• 1 �9 ` 6 03 PRICE QUOTE APPLICATION FOR WATER AND/OR SEWER TAF APPLICANT NAME JV/1, yT-17OCi°C-' MAILING ADDRESS_ /c) 5--e/!1,%C:l'p 1, PHONE NUMBER DATE 4 . </G/ SERVICE REQUESTED e.t 7 ____� SERVICE LOCATION / 76— OC.i DATE SET TO PUBLIC WORKS ' DATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE WATER: SEWER: 4KC C « lz wn �(�z,rc s-yrct�.-a 0 PH E R "•3377- 30 PRICE QUOTE PREPARED BY 1 Signature Tide DATE NOTIFIED OWNER i •d S08S LbZ b06 4uawljvdaa 9utpitn8 Bei :01 i0 co unc 1 •• CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS / PERMIT NO. �u9 DATE y�/ ��-I� `/,' / �,(/� ISSUED BY THE CITY JOB ADDRESS F (� J CiYIIC?L.I Pal VALUATION PERMITTEE llLl11 44 1 P R `MMEE ADDRESS - f � (vy,6ziL�cc- w-'4 f TELEPHONE NO.,��:j" `� y�� REQUESTING PERMISSION FROM THE CITY OF ATLANTIC BEACH TO CONSTRUCT .L.,-)''' 16, 4 LOCATIONS: (REFERENCE TO CROSS-STREET) I . APPUCANT 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 FOLLO/WING UTILITIES/MUNICIPAJTI -: JACKSONVILLE ELECTRIC AUTHORITY YES (V//3 No ( ) DATE: 11 2 c BELL SOUTH TELEPHONE COMPANY YES ( //))/ No ( ) DATE: If PIC'/ FERRELL GAS YES (` 1' No C ) DATE: !•',��'/ MEDIA ONE CABLE TV YES ( ) No ( ) DATE: fi®%.! a. 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 PUBUC WORKS, ANY OR ALL OF SAID POLES, WIRES, PIPES, CABI FR OR OTHER FACIUTIES AND APPURTENANCES AUTHORIZED HEREUNDER, SHALL BE IMMEDIATELY REMOVED FROM SAID STREET OR EASEMENT OR RESET OR RELOCATED HEREON AS REQUIRED BY THE DIRECTOR OF PUBUC WORKS, AND AT THE EXPENSE OF THE PERMITTEE UNLESS REIMBURSEMENT IS AUTHORIZED. 3. Au_WORK SHALL MEET CITY OF ATLANTIC BEACH OR FLORIDA DEPARTMENT OF TRANSPIRATION STANDARDS AND BE PERFORMED UNDER THE SUPERVISION OF J `'Q< /-6.-i7 liSw/ (CONTRACTOR'S PROJECT SUPERINTENDENT) LOCATED AT ii-cr5 (i(Cd pkIIE- TELEPHONE No.,1+ y -,-/ 4. ALL MATERIALS AND EQUIPMENT SHALL BE SUBJECT TO INSPECTION BY THE DIRECTOR OF PUBUC WORKS OR HIS DESIGNEE. II S. 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 OR PLANS COVERING DETAILS OF THIS INSTALLATION SHALL BE MADE A PART OF THIS PERMIT. 7. THIS PERMITTEE SHALL COMMENCE ACTUAL CONSTRUCTION IN GOOD FAITH WITHIN ,� DAYS FROM THE DAY OF SAID PERMIT APPROVAL AND SHALL BE COMPLETED WITHIN ' (' 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 PUBUC WORKS TO MAKE SURE NO CHANGES HAVE OCCURRED IN THE AREA THAT WOULD u AFFECT THE PERMITTED CONSTRUCTION, A P p O V gE,AG{1 OF ATLANTIC �C OFFlCB s. IT 1S UNDERSTOOD AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SET OUT ARE GRA ®tilC�xhl& 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 C OF O EXPENSES ARISING IN ANY MANNER OF THE EXERCISE OR ATTEMPTED EXERCISES BY THE HOLDS or)'HE AFORESAID RIGHTS AND PRIVILEGES. . :C."--(.. Q, THE DIRECTOR OF PUBUC WOR SHALL BE NOTIFIED TWENTY-FOUR (24) HOURS PRIOR TO STARTING WORK AND AGAIN IM -.IATELY UPO C •MPLET1ON. 'r\^�`\{,• L.. .)' 4 SUBMRTED BY: I'/ (PLACE WGE CORPORATE SEAL IF APPLICABLE) LE) } 1 SWORN TO AND SUBSCRIBED BEFORE. ME THIS DAY OF "/ 1 I . % 19. ,' , Lr L.J.- L NO Til PUBLIC ��y�■ °`- 7/e --/./I /i1u�7 .2G />4 €c/ o( d7 &" 'Øt �� cS --d/ Z'd S08S-L -1706 4uawlJedaQ 2utpItng eST =60 i0 TO AoN sk • p,•,. 41 i L. CITY OF ATLANTIC BEACH 1 ATLAL`l1J�� 800 SEMINOLE ROAD J� �. NTIC BEACH,FLORIDA 32233-5445 sA. TELEPHONE:(904)247-5800 �"' = FAX.(904)247-5805 1 r S) SUNCOM:852-5800 6ttp://ci.adantic-beach.fl.us ! FLz/ . raml-n/tatab via- //--2 - / Pa# -2,; �--, VoliAa' r ` ,1 r --- =S fa N/o:' ,-- V 1 " 'KO c,' -77z-e,Pr % `- _7 - /4.1._.-4 \Ze.... - -7)(--70---i. .. i,c4d- " 'r�::- t /2..u_ -- / C 'c P_ 2_� - �-0-[.-.��LL 2 i. ---- 1.----2C1-'(11 ?GL LPL. • , {(s --.. — )6:4":::--L•C L....l a 2r— - (4-Le-) , ',J, - afia-07-LeZti 7460-*K - ,Si;ncere, i i e -kt-i .2tael "it-e .., ,,, ir,/ le-7-1-1-12-, Ar-iVdle4. - eaie 0/144. i f)/ / _.: , (9 0 X 7.46'83.e. . 9- - 217 o6 ) (fr--6,-0( T •d SOBS- . -1706 4uawruedaQ 9uip[ inH eST :60 TO TO Ao1 CITY OF ATLANTIC BEACH CONS I KUCTION PERMIT WITHIN CfTY RIGH I5 OF WAY AND D EASEMENTS DATE D� PERMIT NO. /c/. Col ISSUED BY THE CITY JOB A RESS ( CNII/?( {i VALUATION $ PERMIT 1 LE flt ff �� t'��� PERMI I I EE ADDRESS TELEPHONE NO. y REQUESTING PERMISSION FROM THE CITY OF ATLANTIC BEACH TO CONSTRUCT ( '. • LOCATIONS: (REFERENCE TO CROSS-STREET) I . APPUCANT DECLARES THAT PRIOR TO FILING THIS APPUCATION HE HAS ASCERTAINED THE LOCATION OF ALL •- EXISTING UTIUTIES, BOTH AERIAL AND UNDERGROUND AND THE ACCURATE LOCATIONS ARE SHOWN ON THE SKETCHES. A LETTER OF NOTIFICATION WAS MAILED TO THE FOL��.L///QQpWING UTILITIES/MUNICIPAUTI JACKSONVILLE ELECTRIC AUTHORITY YES (� No ( ) DATE: H ) 0/ BELL SOUTH TELEPHONE COMPANY YES (`/) No ( ) DATE: /(t NO/ FERRELL GAS YES ( Y No ( ) DATE: /Offal MEDIA ONE CABLE TV YES ( /) No ( ) DATE: ('HQ 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 POI FS, WIRES, PIPES, CABLES OR OTHER FACIUTIES AND APPURTENANCES AUTHORIZED HEREUNDER, SHALL BE IMMEDIATELY REMOVED FROM SAID STREET OR EASEMENT OR RESET OR RELOCATED HEREON AS REQUIRED BY THE DIRECTOR OF PUBUC WORKS, AND AT THE EXPENSE OF THE PERMITTEE UNI F55 REIMBURSEMENT IS AUTHORIZED. 3. ALL WORK SHALL MEET CITY OF ATLANTIC BEACH OR LORIDA DEPARTMENT OF TRANSPIRATION STANDARDS AND BE PERFORMED UNDER THE SUPERVISION OF 4l W� )G6W (CONTRACTOR'S PROJECT SUPERINTENDENT) LOCATED AT (V�"l� Old t'° r - /'fc �/ TELEPHONE No. ,�'�,V2679/ 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 OR PLANS COVERING DETAILS OF THIS INSTALLATION SHALL BE MADE A PART OF THIS PERMIT. 7. THIS PERMITTEE SHALL COMMENCE ACTUAL CONSTRUCTION IN GOOD FAITH WITHIN . . DAYS FROM THE DAY OF SAID PERMIT APPROVAL AND SHALL BE COMPLETED WITHIN 1.)( 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 PUBUC WOR ,SHALL BE NOTIFIED TWENTY-FOUR (24) HOURS PRIOR TO STARTING WORK AND AGAIN IMKEDIIAT Y UPO C MPLETION. SUBMITTED BY: 'C (PLACE CORPORATE SEAL IF APPLICABLE) SWORN TO AND SUBSCRIBED BEFORE ME THIS , DAY OF - 1 I� /� � 19 Ay Av.NO • - PUBLIC May-20-03 10:40A P . 01 4 ELITE HOMES, INC TO: Harry McNally Public Works Atlantic Beach FROM: Chris Lambertson el/" Elite Homes DATE: September 10, 2001 Si IRJF.CT: 2" Force Main 1 have enclosed the specifications for the 170 feet of 2" force main to be installed at 715 Seminole Road in Atlantic Beach. Nelson Plumbing has a current underground utility license and has completed many similar systems throughout Jacksonville. This should meet the requirements that you requested. Nelson Plumbing will be requesting a permit in the near future to perform this work. If you have any questions, please do not hesitate to call me at 349-2803. Thank you. CC: Don Ford Chris 14.mbertson 241-5251 • Robert Olson 249-2431 '. , Ni• TN\ Ns (4: \ t!' ■- .....;,.. , r-() n M. ■'..-. ''''‘) Ns. - , N -"N S..) -.."' 1\1 '1. .1•■ `...1... ,.., •...i, rb c I) 4.45 's. ,....i.„ NI tt, ),. ,J3 \: ',.. ''.. ...._ •-•.. r,, 'Z ' r-, -,.• :t -"..‘ . • C.) (0 :4.71 t,,L.-** Zs . NC.0 kj -V t% . I.). :sN's C`$ -., 41, t ...2) aN do 14 IV i 41 41 .A.^ h t‘ ww, i "•-•,.. CA i . t i ' c) \ l 2 O Cs', •N Nis Z C R NN ICA fp, .a �,r s n1 s\, C i h .. s ',,, P. a k 'Y 1 L w° T 4Nr N,,, '',\N - . NI'1/45 `y , w A4 0 to .1. !_r� , • p ��F' !� . ',..) ' I P . \ ,,,4...- 4c ,. i .' ° 6t ft h �; ft « N p 7 X `4 °0 3 n o %a i O n A O N 2 o / C p I 1+ O 17 0 N Cn 3H . I -- s ° -• 0 -.. 3 alis N 3 = a • N H �•N. ■ N ^, 4 K A W �k I .c N 3 I 4 3 _.3 roaE < 0 a o • L'.c e+ 7 t3,a o S' .4E > � E m MI r 0) 0 m T�ID..7o nom`, 3 �� Nam V O'g07g -o�Z p — 0 O p Jr b 7 7 r , a n m � �� —� 0 0 N 3 a 7, 7 u m > » . - R m : 5w ID fA V 7q 0 tD co o , 8 '+ > a -4 0 Ai n H A � mpg nn m C CO Q . 0 MI r CO at ■ (D0 • A CITY OF ATLANTIC BEACH FLxcure Unic Worksheet for Wace_ Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEISURE:*.ENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WAT°_R SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. Lr BATHROCIf GROUP CONSISTING OF , SERIIC=' SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (6) 7-(1( WATER CLOSET WATER CLOSET. TANK OPERATED (4)4/ VALVE OPERATED (8) 0 BATHTUB/SHOWER (2) URINAL WALL LZP ( :) / SHOWER CROUP PER HEAD (3) 3 FLOOR DRAIN (1) V SHOWER STALL DCMES T I C (2) ( LAUNDRY TRAY (2) Z T LAVATORY (1) y COMBINATION SINK AND WASHING MACHINE (3) 3 °C_ TRAY (3) SCULLERY S_NK (..) / DISHWASHER (2) Z WASH SINK EACH SET OF 0 KITCHEN SINK (2) FAUCETS (2) DENTAL LAVATORY (I) l c_;ter SIN' WIT$ WASTE 1 DENTAL UNIT CR CUSPIDOR GRINDER (3) ( ) BID (2',) URINAL STALL, WASHOUT (4) FLIISHI?1C x S Z'UX (8) COMBINATION SINK AND TRAY WITH FCCD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET j BLOWOUT (2) DRZNKZYG FOUNTAIN (1/2) LAVATORY, BARBER/BEAUTY SHOP (2) ICE '4.4KER (1/2) SURGEONS SINK (3) / LAVATORY, SURGEONS (2) 1ACUDOI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS _ J, 5 A $20.00 EAC:i $ 9/0 . 00 JOB INFOR1-tATICN .7 ( f otOOGe C H CITY OF ATLANTIC BEACH JUL 2 5 2003 APPLICATION FOR POOL PERMIT JOB ADDRESS 715" Se'y, Sew •o n Nn 3 54/l,E7ir LOT# 9 BLOCK# • - SUBDIVISION OWNER -/U���'�-, (' Pemcn O ADDRESS 1 t S S a21PJO LC RO ,e( F--'434% 3 3 CONTRACTOR 13 0 rf 4 i o c foo-2, Ro b ✓ v2 ADDRESS 2 )=4, r CIA )31J 11- TELEPHONE g a y - 4P,1/7 - 3 /3 LICENSE NUMBER J?/- v o 3 Z v 53 VALUATION $ a d 0 ° GALLONS /0 7 0 b 14-e- ) SITE PLAN front No-f. / 'CO s/„) VI a ✓s /A/^-1-C y �.` tcl<r,e7 v{ /moo/ WM /'_ /f rear SIGNATURE OF OWNER NI DATE J /y /3 SIGNATURE OF CONTRACTOR " `' DATE 7/a 4/°3 MAP SHOWING SURVEY OF: LOT 95, SECTION NO. 3, SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE 16 ril j\," 0 r'&- b\jf OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA GRA I LE1 2� -- 10``1'�� , X i C L F OUND 1/2" IRON PIPE (NO CAP) 4/ LOT 69 ry0 1 a Pp �P a` o.z� q""10•``` ��O , 9��4, LOT 70 \ 'v p _,} 4.9' Q v +Ir 13.5' ���&� ��� , k 0 I W 4</ 13.3' � * ��vy� �� 0 4 (4b�r h n - LOT 71 M 1L �� TWO STORY STUCCO • •a I RESIDENCE gi u LOT 72 tiR �/ e NUMBER 715 FINISHED FLOOR IN 1' 0,-1' - / ELEVATION 9.83 6-a. - 14. �` FOUND 1/ IR. / O IN N S8 03' ROD (NO C . 31.1' 1.0•- LU N O F+ ' • CONCRETE PAD n -Q �� IPIPE /2.I(LB 3872) S66* 07' 18"W 99.64r 'PIPE (NO/CAP)ON 0>-.°o N (100.00' BY PLAT) g LOT 73 Y Z I a Z HOWELL PARK 4 V)" , ) ..Q '- "1-7 , pc)c) 1 C.,,1) k/ NOTES: 1..THIS IS A BOUNDARY SURVEY. 2. BEARINGS ARE BASED ON THE EASTERLY RIGHT-OF-WAY LINE OF SEMINOLE ROAD, BEING N22' 32' 00"E (ASSUMED DATUM). S LI 1/ Z° e n 3. ALL OTHER BEARINGS AND DISTANCES ARE IN ACCORDANCE WITH FIELD SURVEY, AS LOT HAS ONLY ONE DIMENSION. PER PLAT. 4. THERE ARE NO BUILDING RESTRICTION LINES PER PLAT. e ,l C c ---(- - -C- (-- THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE "A" Sc "X" A �'� 1� I�� - (AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS DETERMINED FROM ,[� l THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR THE CITY OF ATLANTIC BEACH, FLORIDA. THE CITY OF ATLANTIC BEACH THIS SURVEY WAS MADE FOR THE BENEFIT OF BUILDING & ZONING DEPARTMENT HAS DETERMINED A MINIMUM ELEVATION OF 8.5, NGVD 1929, FOR ZONE "A". ANDREW J. & PATRICA J. BRANDLER; PEOPLES FIRST COMMUNITY BANK; AND WATSON Sc OSBORNE TITLE SERVICES; AND IS IN COMPLIANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE. 0 REVISED CERTS. APRIL 17, 2002 � , NOT VALID WITHOUT THE SIGNATURE AND THE DONN W. BOATWRIGHT, P•S1(MAP, ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." FLORIDA UC. SURVEYOR and PER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY:s BOATWRIGHT LAND SURVEYORS, INC. DATE DRAWN BY: "ICJ 7, 2002 FILE: 2002-9 1711 SOUTH 6th STREET, JACKSONVILLE BEACH, FLORIDA 241-8560 SHEET ' OF 1 CITY OF ATLANTIC BEACH DEPARTMENT OF BUI DIN 247-5826 _ Fax: 247-5877 Tel- i FL 32233 - 8p4 Seminole Road - Atlantic PLUMBING PERMIT --- T Lf3CATlON tNFQRMATiON SEMINOLE ROAD T Address: 715 FL 32233 _ PERMIT 22245 • ` ATLANTIC BEACH, Book: r. 22245 Range: P it Numbe PLUMBING Township: Block: Section: Permit TYPe Lot(s}: j Class of work` SINGLE LE FAMILY Subdivision: — -- Proposed Use: Parcel Nu �NFpRIW:TO:: - J`��Square Feet: CHRIS LAMBERSEst.Value: Name:m rovl Fees: p01 Address: 715 SEMI gLEEA , FL 32233 I P 6/28/2 ATLANTIC I Date Issued: 85 00 9p4 241-5251 _, Total Fees: 85.00 Phone: —I Amount Paid: 6/28/2001 - _PPL CI A!ONES-_-----$pp Date Paid: NEW PLUMBING _ i Work pest: P> RIT — - CONTRACTt3 1- -- _ ,, :: 4 i r" ,` r NELSON PLUMBING CO. INC • C.r'.'- .. y*. cam. __._----1-- t t g _._ - .:. 1. NR, e s:^��" F ,xY,w. t `� lOR TO IRtSPECTION " >.T BE RED'UESTED AT LEAST 24`HOURSQ° may. NOTICE- 1NSPECTIOIS F ED IN PUBLIC Y E1TH `CONTRAC OR OR OWNER SH'A Q DEBRIS FROM THIS BORK MUST--1!�'OT�P BUILDING MATERIAL, RUBBISH 1� ND HAULED_ 1WAY .. SPACE, AND MUST BE-CLEARED' RULT IN THE ,. TO COMPLY INO Il1 PN�01 __E - --- — _ FAILURE OWNER PAYING FO-° U t -- -: PROPERTY O -, Ti�fiPERMtT AND SUBJECT TO REVOCATIOP H ARC PA..., F� ISSUED ACCORD IONF APPLICABLE APPROVED PROVISIONS OF ~� FOR VIOLATION __`_.____.__---- In / , \ I 2112167 ('----AT TICUH BUILDING DEPT. atPCif ' ‘47 lfiliV, It , �s ,i 4'4,11 ita' I‘I A 44, !i/L' CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: /5 J_�' igo-E,-.5;" OWNER OF PROPERTY: / _,_//,,, e /a „ TELEPHONE NO. yf'Ay3// PLUMBING CONTRACTOR /2/&o%/r/ � i'„I`i ;:" CONTRACTOR' S ADDRESS :4Q)2,5 D/q` .0524, -e STATE LICENSE NUMBER: �/-7 C�,,2C>_3 - 7 TELEPHONE : ,,„?' ,/ /1),P2/ HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS / SHOWERS LAVATORY WATER HEATERS -__ % BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS / WASHING MACHINE FLOOR DRAINS SHOWER PANS / SEWER / WATER REPIPE OTHER TOTAL FIXTURES : 7 �: x $3 . 50 + $15 . 00 r''.=). MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: I SIGNATURE OF CONTRACTOR: '1`11111 INSTALLATION OF PLUMBING ' �� FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE . CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904) 247-5834 , t ��1;. ,�� ' '' ` , CITY OF ATLANTIC BEACH - 4, A 800 SEMINOLE ROAD .,, ATLANTIC BEACH, FLORIDA 32233 • INSPECTION PHONE LINE 247-5826 Jj319 Application Number 04-00028698 Date 7/20/04 Property Address 715 SEMINOLE RD Tenant nbr, name INSTALL 2 FRENCH DOORS Application description . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning TO BE UPDATED Application valuation . . . 6213 Owner Contractor LANE, LARRY & GIGI LOWE ' S HOME CENTERS INC 715 SEMINOLE RD 12945 ATLANTIC BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32225 (904) 249-6403 (904) 486-4701 Permit BUILDING PERMIT Additional desc . Permit Fee . . . 65 . 00 Plan Check Fee 32 . 50 Issue Date . . . Valuation . . . . 6213 Fee summary Charged Paid Credited Due Permit Fee Total 65 . 00 65 . 00 . 00 . 00 Plan Check Total 32 . 50 32 . 50 . 00 . 00 Grand Total 97 . 50 97 . 50 . 00 . 00 • PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. C P geral•K BUILDING OFFICIAL cc: rL�f l,, CITY OF ATLANTIC BEACH (---- i r, �, BUILDING / ZONING DEPARTMENT L. Higgins - : . y 800 Seminole Road Imo 'n � J Atlantic Beach,Florida 32233 ; (904)247-5800 J,il�,� (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # C'i 4 - Z SZsl ?� Property Address: -7 I S ,Serrr I tic le R Applicant: (-0,9_;_^e s Project: ol i3 enc.k cLcc Ll n e 4-5 This permit application has been: XApproved E Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Lr t-f- Date: 4 /Z o/D y . i , r1..up RECEIVED i JS s f CITY OF ATLANTIC BEACH BUILDING ZONING I r ls) 1 ti I ° JUL 19 2004 v`';''� CITY OF ATLANTIC BEACH PERMIT APPLICATION FOR REPLACEMENT OF WINDOWS, SKY1,1611T9 AND GARAGE DOORS OF SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION Date: '1. 4 -6Y 1S )) /�d Job Address: �l/'�'1/r?Ulf !\ Owner's Name: ry t �s l 1 Q ( Ger ,) Rai C'pK t2�q-�'e03 Address: 17)6 SLR L`1o�, Il �Ar'li fC ��0) Phone: Legal Description: Block Number: Lot Number: ?S-- Zoning Di�sstriicct::� Contractor: 1.-0(1..) �-State License Number: RC.. 496-774&0 Address: LAC(�C /417-A-01-1C- �1—V D. r Phone: RU� 4 ,�/ 'Cleat City: .I A'04�0nVl LLC State: F-- Zip: 32-74g-Fax: �64 (e,�P -1 it Describe proposed use and work to be done:, RCUA'WLt- 0 frecn tijk )d1c_.Lb)1 1-5 Present use of land or building(s): Valuation of proposed construction: 2d (d , Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application. Building Data: Mean Roof Height (ft) Building Width (ft) Building Length (ft) Roof Slope *Window Elevation from Grade (ft) Window Height (ft) Window Width (ft) Measurement from corner of building to window (ft) C.) . E4 11101h1 a o ©p 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beachJfl.us Page 1 Revised 1/27/03 • f Procedure: In order to expedite issuance of permits provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. In addition to the building data,the following information is required: 1. Manufacturer's Test Report 2. Installation Procedures 3. Window Description/Type 4. Garage Door Description/Type 5. Skylights Description/Type 6. Elevation View of Window Locations 1 hereby certify that all information pe ided with this ap. tion is correct. Signature of Owner: . i. ce.# _%f� _ - _ Date: 14)C/ 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. 1.understand that the issuance of this permit is contingent upon the above information being true and correct and that the plans . supporting data have been or shall be provided as required. .-� - 4/- Signature of Co ctor: � Date: Address and ontact ormation of person to receive all correspondence regarding this application (please print). Name: <,CA)CS Mailing Address: a'J1 S" t t -6 t_.\/1) J,,4 1C - 3 2-2-Z," Telephone: 114 T '-701 Ken v Fax: ?O4 'Hip 4-10 4 E-Mail: N/A- AS TO OWNER: Sworn to and subscribed before me this a5 4-h day of J t t•:1,E ,20014 • State of Florida,County of Duval ' '•�, Notary's Signature: _ '1'141,\ RICHARD SO CR MY COMMISSION#DD 072445 ❑ Personally known EXPIRES:November 15,2006 '•-'7 Produced identification "�...�r Bonded Thru Notary Pudic Underwriters " �` Type of identification produced FL. VQwkvo-S L. t C.c SE- AS TO CONTRACTOR: LSoe _ ,22$3 -(% - 534- 20 Sworn to and subscribed before me this day of / , ��• 0 State of Florida,County of Duval g Notary's Signature: F4•. KAREN E.HEATON 'Er Personally known :` MY COMMISSION#DD 232109 ❑ Produced identification .a EXPIRES:October 20,2007 Type of identification produced „o°• Bonded Thru Notary Public Underwriters 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/27/03 • ` 03/24/2004 14:06 FAX 18884782254 .JELD WEN Wedowee Al 4 001 I • • %%11°‘ MIAMI-DADE UN r 1',FLORIDA MIAMlDAOE 1. SO METRO DADE FLACOGLER BUILDING BUILDING CODI:COMPLIANCE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) _ Jeld-Wen,Inc., 317525 Highw:y 97 N. Chiloquin. OR 97624 SCORE: This NOA is be.ng issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). I This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In M arni Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify or suspend the use of such product or Material within their jurisdiction. BORA reserves the right to revoke this a.oeptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Flo ida Building Code. .VESCRRIT'TICN: Series"Jeld-Wen®" 6'8" W/E Inswing Glazed Insulated Steel Door w/wo Sidelites APPROVAL DOCUMENT: Drawing No. S-2195,titled"Wood Edge Glazed Door w/&wiout Sidelites Up to 107" x 6'8 Insv ring Unit",sheets I through 7 of 8,prepared by R.W Building Consultants,Inc_, dated 121] 101 with revision 3 dated 10/22/02,bearing the Miami-Dade County Product Control Revision stamp `SIotice .onitl of Adceptance I Lumber and expiration date by the Miami-Dade County Product Control Divi ISSILE IMPACT RATING:None � state and LABELING:each unit shall bear a permanent label with the manufacturer's name)l ,-ci y, following state)neat: "Miami-Dade County Product Control Approved", unless otherwise noted herein_ RENEWAL o f this NOA shall be considered after a renewal application has been filed and there has been no change in the a)plicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, mnd/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for salts, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any sectio a of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration late may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTIOP f: A.,0474 o this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be av ti tle for inspection at the job site att the r,Fliptest of the Building Official. This NOA rev'ses NOA#01-1224.04 and, m pageCil as well as approval document mentioned above, The submitte oc_uV mentation was reviewed 4yg Fttin teldiaiiicP.E. .0L c6-: JUL 2 0 2N ti NOA Na 02-1211.16 4 Expiration Date: August 15, 2007 Q.t; Approval Date: January 30, 2003 1i gy: Page 1 • 03/24/2004 14:06 FAX 18884782254 JELD FEN Wedowee Al 10002 �—_--, (. 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Z96l .SZ95 ' " ` A W TV ealaopayt NaA (naI t9ZZ8L17888I %Y3 LO:VT tO0Z/17Z/EO _----- CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in This Certificate in e w with issued ions ordinances to the of regulating building construction or use For the following compliance with the various ordinances of the City rug 9 Owner: CHRIS LAMBERTSON Address: 715 SEMINOLE ROAD 715 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit it Number: 22098 Date: 1/04/2002 DON C. FORD, C.B.O. Post in a conspicuous space ----- CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY pursuant to the requirements of Section 106 of the Standard Building Co a following: that at the time of issuance this structure was in This l ante with issued various ions regulating building construction compliance with the various ordinances of the City e9 9 Owner: CHRIS LAMBERTSON Address: 715 SEMINOLE ROAD 715 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 ATLANTIC BEACH, FL 32233 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 22098 F' Date: 1/04/2002 y DON C. FO'D, C.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH CD 01-Ly�j�' . Higgins ! �f ' BUILDING / ZONING DEPARTMENT --,11.----. , J 800 Seminole Road S. Doerr I - Atlantic Beach,Florida 32233 (904)247-5800 i J1319'> (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # r3 - ca s '73 Property Address: '71 5 SL i» t o r le R cis Applicant: -11jc,i-)a r r AC f C0 is Project: of Li_^?r^C` I This permit application has been: .Approved El Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: (44- Date: 7-2 g .03 1 cc. 11,;Ly;,l rl CITY OF ATLANTIC BEACH D. Ford \-e-. ' ' , BUILDING / ZONING DEPARTMENT L. Hi99ms; sc.- s Sn n, r Atlantic 800 Beachemi,ole Florida Road 32233 (904)247-5800 '"trJ;319 r� (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # C i - 2 L- ` 7 Property Address: ''71<S GSL()I (tirl rt c Applicant: 4 )(' , )( , r L r t tai•-r 15 Project: ; (I L, prc 1 This permit application has been: ❑ Approved Reviewed and the following items need attention: 0 P4 ,--A-ci (s) L , ,2)` 14-1 )--?-7 -21-1-- A__. .4eatfiZe-..," 4 4,-7' 7 a61-uf-- ie--t_i--)4A /—z-0--)-ti- -&--74.,6.-.-L? s _ I Please re-submit your application when these items have been completed. Reviewed By: Date: 7-2 47' 3 e , n , for such use as authorized within this Chapter. (4) Recreational Vehicles parked or stored on any residential Lot for a period exceeding twenty-four (24)hours shall be owned by the occupant of said Lot. (c) A junked or abandoned vehicle, or one that is inoperable, as defined in Section 21-24, shall not be parked or stored in any residential Zoning District. (d) No materials, supplies, appliances or equipment used or designed for use in commercial or industrial operations shall be stored in residential Zoning Districts, nor shall any home appliances or interior home furnishings be stored outdoors in any residential Zoning District. (e) The provisions of this Section shall not apply to the storage or parking, on a temporary basis, of vehicles, materials, equipment or appliances to be used for or in connections with the construction of a Building on the property, which has been approved in accordance with the terms of this Chapter or to commercial or Recreational Vehicles parked within completely enclosed Buildings. Sec. 24-164. Swimming Pools. Swimming Pools and ornamental pools shall be located, designed, operated, and maintained so as to minimize interference with any adjoining residential properties, and shall be subject to the following provisions. (a) Lights: Lights used to illuminate any Swimming Pool or ornamental pool shall be arranged so as not to directly illuminate adjoining properties. (b) Setbacks: The following setbacks shall be maintained for any Swimming Pool or ornamental pool: (1) For Swimming Pools, the front Setback shall be the same as required for a residence located on the Parcel where the Swimming Pool is to be constructed, provided, that in no case shall the pool to be located closer to a front line than the Principal Building is located; except that a pool may be located in either Yard on a double frontage Lot along the Atlantic Ocean and provided that no pool on such Lots is located closer than five(5)feet from any Lot Line. (2) For ornamental pools,the front Setback shall be a minimum of five(5)feet. (3) Minimum Required Side and Rear Yard Setbacks for both Swimming Pools and ornamental pools shall be five(5)feet from any Lot Line. (c) Fences: All Swimming Pools and any ornamental pool with a maximum depth greater than two (2) feet shall be enclosed by a fence wall or equivalent barrier at least four (4) feet high and designed in compliance with both state and local regulations. Sec. 24-165. Service Stations. The following provisions shall apply to the location, design, construction, operation and maintenance of Service Stations: (a) Lot dimensions. A Lot containing a Service Station shall be of adequate width and depth to meet all Setback requirements, but in no case shall a Corner Lot have less than two (2) Street frontages of at Ordinance Number: 90-01-172 Initial Effective Date: January 01,2002 Adopted: November 26,2001 74 with Amendments through March 24,2003 4t x n . ° V 0 11 ti. t o O a s 24 0 Q ti- . 't e o v h it N V 4 o � -`eh � yiV, • v 12. t q I \ en I I I I CO : I `i I o i I NS ,N II i ! FI I � � � II 1 \I I v I I L i ° I vJ • f \j O O p \ 1.,.§.__,..... i -\ .,. v) ,.. , r,...,""-. \ q _^g f •7 Q C , n, Q lk T. BUILDING, PL-INNING AND ZONING INSPECTIONDEPART,NE.NT CITY OF ATLANTIC BEACH, FLORIDA CERTIFICATE OF OCCUPA. /- ZZ�7 WORK SHEET i Date Requested: /- 3- 02 l Building Contractor: l^d7- ' - -�-c ' A) f l� 6-s) Building Permit Number: .24%) q /k.t.‘a Address : 7/S Legal Description: 4 f. So 91 .5.7 Q Improvements to the above described prcp � L.z .__ . in accordance with the terms of the permit and is cer7-i `; Ar4 to ce ready for occupancy as ,, i-t?Zerrn24-147 Aern p Lowest Floor Elevation : required as built * * * * * * * BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE NOTIFIED DATE APPROVED BY Fire /A Public Works / 3-d 2 /- 3-o ),/� Planning /-3 -0 Ul-�� (�o�- ,)9st/ Building / ~3 D � / z 3 . 0 • FLOODPLAIN DEVELOPMENT INFORMATION Location:: Lot 95 S4-Q+A Type of Development: S o vi k t v., I. Flood Zone: X I Required Lowest Floor Elevation: -- ty q&oove. Crou,k) 1/4.1 n,c& lead` 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 Acknowledgment: 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. Date c5 2> c) Applicant's Signature ( 2.. Department Use: Ci Required Lowest Floor Elevation C As Built Lowest Floor Elevation - 2 3 Survey Filed with Building Department t/ ti Cn Building Department Representat ve I CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION j LOCATION INFORMATION Permit Number: 22098 I Address: 715 SEMINOLE ROAD Permit Type: BUILDING , ATLANTIC BEACH, FL 32233 Class of Work: NEW i Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): 50? Block: Section: 3 Square Feet: Subdivision: S Ac-TA-r 2 Est. Value: Parcel Number: Improv. Cost: 208,281.00 OWNER INFORMATION Date Issued: 6/07/2001 Name: CHRIS LAMBERTSON Total Fees: 4,265.67 Address: 715 SEMINOLE ROAD Amount Paid: 4,265.67 ATLANTIC BEACH, FL 32233 Date Paid: 6/07/2001 Phone: (904)241-5251 Work Desc: NEW SINGLE FAMILY HOME _--. CONTRACTOM) f ' $ - '`°` APPLICATION FEES CHRISTOPHER LAMBERTSON ELITE HOM :PERMIT _ 1,196.00 ,,-- > '-; ., '"'WATER IMPACT-.FEE 910.00 {'' ..,,w14,SEWER IMPACT FEE 1,250.00 r WATER METER/TAP, 525.00 4 GAS-H.R.S :�, 5.94%. 0.31 CpTAL IMPROVE i; 325.00 . .r �, .." tr.-OtS CONNECTION '� 'I, 35.00 t;< .'- fiNtT.SURCHARGE 16.58 �.t 44 'SbHARGE/ATL$CH 1.84 ' ,4.-7,4w4p01-,:74: -,,,,,,(0,- k :.._ #4 t ' `x% c': ,. r .t 4,-":,, T ' ,&,-,,,$',!'4, l t te T -e 4 ( r v . NOTICE- INSPECTIONS ST BE REQUESTED AT LEAST 24 HOURS PR TO INSPECTION a BUILDING MATERIAL.RUBBISHA D 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 Tkig y STRUCTION LIEN CAN RESULT IN THE PROPERTY OWNER PAYING T i ICE TO BUILDING- MIVTS".- ISSUED ACCORDING TO APPROVE�-PLANS,.Wh CH1R ,� Tt?F tJ1I. P'E, AND SUBJECT TO REVOCATION VISIO S OF L`AV ' FOR VIOLATION OF APPLICABLE PRO N � ,,, t Operator: DSMITH ATLANTIC BEACH UILDING DEPT. Date: 6/88/81 81 Receipt: 8863389 Total Pay ent 1426167 I CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING I 800 SEMINOLE ROAD—ATLANTIC BEACH,FL 32233— TEL: 247-5826—FAX: 247-5877 PERMIT INFORMATION Permit Number 22970 _ LOCATION INFORMATION Permit Type: UTILITIES Address: 715 SEMINOLE ROAD Class of Work: NEW ATLANTIC BEACH, FL 32233 Proposed Use: SINGLE FAMILY Lot(s):? Township: Range: Square Feet: 9 Book: Est. Value: Block: Section: Subdivision: Improv. Cost: Parcel Number: Date Issued: 11/02/2001 OWNER INFORMATION Total Fees: 25 00 Name: CHRIS LAMBERTSON Amount Paid: 25.00 Address: 715 SEMINOLE ROAD Date Paid: - 11/02/2001 ATLANTIC BEACH, FL 32233 Work Desc: SEWER LINE Phone: (904 241-5251 SEE NOTE ON APPLICATION RE IN • I∎ NELSON PLUMBING CC APPLICATION .0 APPLICATION FEES 25.00 .,,,„.. ..,:i ..:=.v-,:,,,.:t.,..--.140r.:,_---;---,-.::.:,„ r.--- -,,.„..„-„::::.7.- -z,_-_.,,,,° 44 ` } . L ..„,....:4-_,.:5:i.,...,., --.:,„.....: _ ....5,...:. ...,::-..,..=::::::7.-:-: �a9. "'� i�F iltyl �'�..c.^S +!� 1�' 'c mow" '-'.-''''.-44.-:,-.-'.-:'-..-..---:i-:-''r-s._7 _,...-'-'-,V :i;-j-,,,,,‹.4t- 14--'=,,..-_F-,-.Vigr`.--.5:4, :::'14,00:Z;:'::-Q.,=):::::io. , ,,,N . .a � S vim. "� d,.4 4, � ^ '4 ; = - .I FINAL ---- 4 ,„:., ;,, sP ' " -„,,,, _ —- '+ 4- ^ ,� , -` i 3 -t••-a`1A r� 3A� `�° Maw NOTICE a �¢ _ R24 4^ I; TION BUILDING MATERIA ! ;,s. Ne � -� _• MUST BE CLEAREDL'-V �. ilV 't � .> � .. sLIC SP -. lay ': ACE, AND O COMP "FAILURE T � ��, 4 =r� _ PROPERTY OWNER P: 6 4- : , fi l:A , ` IN THE ISSUED ACCORDING TO APPRO 4 ,.= - FOR VIOLATION OF APPLICABLE PRa - ' rva� ND SUBJECT TO REVOCATION • ATLA TIC BEACH =IL ■ G DEPT. $25•08 i'` iii003 : ::te: 11/ 6 81 Receipt: 81389288 ECKS 38546 - t821 i CITY OF ATLANTIC BEACH VI, MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 ' -- _ PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22482 Address: 715 SEMINOLE ROAD Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: . OVVNER INFORMATION Date Issued: 8/13/2001 Name: CHRIS LAMBERTSON Total Fees: 69.00 Address: 715 SEMINOLE ROAD Amount Paid: 69.00 ATLANTIC BEACH, FL 32233 Date Paid: 8/13/2001 Phone: (904)241-5251 Work Desc: INSTALL CONDENSERS AND AIR HANDLERS CONTRACTOR(S) _, 0,---- - , - - -----,,,, ---'1"'"*"*"*""', . . .*. _____,_ _ ,._ APPLICATION CATION FEES - - OCEAN STATE HEAT&AIR 40t'''-ir" 1 I , v .R11,41T- . 69.00 „1-.4"4, 14V,,,, -`;.:..t-5--!..d-47.41-A., - ,., , _-..... • ,.;.+A \It wv.;,,,_,:t;•.__„*0). ".,,,.,...4• 1 '" '-,' = : '`'-.S-dtffNetgl--4-4 % lt, 44!f4,,t1. -t .....4 i4 . , • . • ,-, , .-.A,,- .L.,k,..-„,, ,,i, ,,, .. t, , ...., --'•.... ;., - .,. ' -94'.- .' ,-', 4. 4 -it-:4-:'-rfA14'1'=31'2 \'''710 ‘.. I .-..,.., ,' - --,-. ,-.!-.-74k.:' _ ,:: ^-,-,,i, ..,:v.-__32f. ,,z..;.:,f.e.,. ,,tv:,4 ,,,v ,, .4-__ _...- -. ..- -.A.,-tLI.4 :1,,,1 -.: ..1, _1kk,-.4P.-07-'4R.f.:a.-*:: :'-`,:gkE* V'T. I, 4C...-';‘'1=6-' '.-*34:-:t%-1'.4-`1•-; :.'--;1'4,77--: t-f* Ali 4 't '-'‘ . 0-C'-,..xoekir:' ;-'.:' ---i0344 -",-(4 - w----',---k-- -4i- '.-# A*,..-.-=:?-14 *,--' 4-* 1. ',.;!:- — 1,•::::. ' -," -: -- ------1 '-'-- . •--'--1:;'!---,w .3.lk-Ir- •.- - , t Inecw ons Required t77;4471146A ROUGH MECHANICAL t,‘ ,,T-.: -4---.' .'' trIAL ' 1,,,t4,--, ,,,,:. ''-'1C;43-61■ka- :,, ,:-'", —• ',--' :------• .,;■' 4 4' i tS-4,14. , ,.-;.-.: 4kti Vi.. "1, ' 0'._:. ,„-, .V., , - ,'- 1.k-1,, ■t4 .eb ; -4;`,,,*-L1...;1:,' 'i.',.' •'. ^,^,cleoit'..'t .),,, tf= ' '',",-. ir:l.."''.''," '' 4 -P''-; -t 1:4.''TiT,:,:, ' `,:--1 - , 1 J74,'''5;Ati;:f4f..99§k.' '1'. -:!:'--,`-•=-'- •.,"4-4(-,- ,-,;',--:::...,---,. _-,',w-'""i'ci..th:P. :'.,, a i 4,7s_ ,nA-'-.:.7., ,:l.' ,,L."`: '',--,'tzi;43._;,t-k-',--.-,,'' i''..!'''''.!=tifirmi;aita---,- '- ;,s7A: .-__:,,,o-r.-.4-.,-•, 1 ,,,,,-4., ,_.v. -,, ‘1.A,''.. " . --4 t*v,1:1p,:18ir,:°s`o• ft:0t.v-i_.,"......,.4, 1:-,•.7i'.-:.••.•„2-;1;,4•-,„•-4:..7_..,,,,4,.,.:-i1-,;;..„.,!,,:.:•-..,.."e.„i,--.,—,7,,.•-.4,.1„f;g, z 4,_,- , i T . 4 0 - -- -71,,r4-44° ,- .44.,..-4017,7..,-_,:,k- NOTIV, % ‘' P nt ‘, 1 .'.--1E4-E-Ques-tg04treAtt 24:1461106- ' - 54-'4 '- `.: 1/4 -.4,1-;:; tq -;‘,.., : ,-.0-- -4*,,,,, -,x,4S.k.‘=r4,,, :-..\\;fi.... : ....' :-•' TO INSPECTION BUILDING MATERVL, RUBB1s^ i„,'.:*-Ate 411•010 Ct:5ii- * 64-k'.' "r ' ``""':41 * ': :‘ osi WORK V '' '' PUBLIC SPACE, AND MUST BE CLEARE_NUP AND .(tiL--1:4'' AY BYEITH ERtONTRACTOtROCgrR 0 / K *r _ • BUILDING AND ZONING INSPECTION DIVISION ' CITY OF ATLANTIC BEACH ATLANTIC BEACH,PLORIOA 3223 APPLICATION FOR MECHANICAL PERMIT CALL•IN NUMBER • IMPCRTANT—Applicant to complete ail items in sections I, II, III, and IV, . i. y -) ' •LOCATION Strad Address: L l S /SC'vv1 rR✓�t/��+ i Ur,v OF Intersecting Streets. Between 444C4,--1-i c. Q(L� And SI V../ I)' BUILDING Sub-division II. IDENTIFICATION —To be completed by ail applicants In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the •ttacrtpd plans and specifications which are • part hereof and in accordance with the City of Jacksonville ordinances and standards of good.prectice listed therein. Name el Mechanical y`- // Contractors Contreeter (Print) cCet v% :J rt•' !%v I Muf•r CA-c. c'L- r Name of , t �'r`. V { 1 , l�� Property Owner C 6 ii S I: w c-0,-4-,s U�-" Signehn of Owner Signs run of or Authorized Agent • Architect or Engineer III, GENERAL INFORMATION A' Type of heating fuel: 8, IS OTHER CONSTRUCTION BEING DONE{cm C Electric THIS BUILDING OR SITE? Ill—C. -• ❑ 9116-0. LP ❑ Netvrsl ❑ Central Utility IF YES, GIVE NUMBER Off CONS�TRUCCTIOM ❑ Og PERMIT r C� t ❑ Other—Specify Iv. MSCMANNICAL EQUIPMENT TO II INSTALLED NATURE OF WORK (Provide complete list of components on bed of this form) ❑ Residential or ❑ Commercial Hut ❑ Space ❑ Reamed Cl Central ❑ Roar C New Building ��Nr Condrfbnlnq; ❑ kern ❑. Central C Existing Building D-�Duct System: McMriel JJ T>,ie►e..e ❑ Replacement of existing system Ma■imem capacity d i-U (U C New Installation(No system prevloualy Installed) ❑ Extension or add-on to existing system • ❑ RefrfgeraKon ❑ Cooling terrors Capacity v ❑ Other—Specify .v�. ❑ Fire rprie►fen: Number of heeds ❑ Berate. ❑ Manlift ❑ Escalator (number( THIS SPACE POR OFFICE USE ONLY ❑.Geeofine pemp• (member) (Reeei•ed) C•Tasks-----(member) . Romani ❑ LPG contefe.r. (number) ❑ Unfired pressure Newel ❑ Permit Approved by Da•.Wen • ❑ Other—Specify Permit F. • LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Uinta Description Modal Number 3anutactunr ( t y Ae=ng C C.vw ,C .?LC L) j t, C -'./1 d •.s L/ (-- C C.,--t.; / 2 'r'cio3c, (c✓.i.-'c,v v L. • HEATING •FURNACES, BOILERS, FIREPLACES q t Y Appel Number Uinta Description Model Mambas Manutaagn (�S'CTC oe .fin hc..T(J (c-sal—,,. T(.1(..)(-(', `, ..- 1 TANKS Mow Many Nominal Capacity Type Uquld Noma cal Serial Appro.in` and Dimensions Contained Mannlactta,r No. y CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING ! 800 Seminole Road-Atlantic Beach,FL 32233-Tel: 247-5826-Fax 247-5877 ELECTRICAL PERMIT PERMIT INFORNIATION LOCATION INFORMATION Permit Number: 22153 Address: 715 SEMINOLE ROAD Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 6/13/2001 Name: CHRIS LAMBERTSON Total Fees: 50.00 Address: 715 SEMINOLE ROAD Amount Paid: 50.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/13/2001 Phone: (904)241-5251 Work Desc: NEW 200AMP/1PH/3W/240V/2 1/2 INCH RACEWAY CONTRACTORS) 7-APPLICATION FEES BIVINS ELECTRIC CO. . .-, - , ..,.PERMIT ;:!,-,.* 'N., 50.00 „._,2*Aft! ,.•.,,,•... 0,107 .74414.-'''' ':'1% Al1•F.t " t al i, ' i .. .:;-:tt ! ,- - ; t. : - , -q,' ,. .;,w".4"- ,- > '-'* :..:' A '`,1 A,., , -' •‘•' . .':;1;:1*7 - ' ;-,-.4r.,-,,, ''' 40'4 '' '4t ,'!-A,''....',:,',,.., ‘ „ : ',!..Q....- 4. -.3:. 41 ,1. t#1,-': ...,44.,,.-:,* - . 1 ROUGH ELECTRIC —:. -i- '774-0 ;,i-, ..=..„ 7--14#0'1:-1. l"' '',. 1.- ---.:5-:: `':'.-,',-:s:ZirtrV:44 Lc.: I .1 -4.,,,,- .2. ... ,4-,K----4.4.,,:e: -Mike,-.:.4—:_.. :- :t-;77. .-"s -:'!..,;... ';`1 ,,s : 4 t:;:;' 07'-.;— 77; ,!.k,;1V6: 2t :': ' '71::''' ' ''' : '-'—,, -i- , '''F''' ''''" .', • 4 I, :,. ,, 4, I NOTICE- INSPECTION--• .' ....T BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED-AA/AY BY EITHER CONTRACTOR OR OWNER _, . .,.„.__ 0 . "FAILURE TO COMPLY THECONST801127 0 N LIEWLAWICAN RESULT IN THE PROPERTY OWNER PAYING TWIkif0- _: i,'. ' IMP M P ' ON/W - ' V' 1 ISSUED ACCORDING TO APPROVED15(ANOHIC:1-1490E,,ARA 0ATISRE, 't lT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS"OF-LAW,,, „„,----- ...... _ - -1 , C " $ VI ' (7 $50.00 14 ATLA' TIC B '' H BUILDING DEPT. Date: 6/14/01 01 ReceiDt: 0064923 / CHECKS 6802 1 0#1-001132n001 CITY OF ATLANTIC BEACH, FLORIDA ADO.Od by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: . Lf/ �i --14----- 30 / IMPORTANT NOTICE: I. CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE B AGREE TO PERFORM SAID WOR• • • .ORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, ' HICH •RE A PART HEREOF, AND IN • CORDAN' E WITH THEE • TRICAL REGULATION ODES AND CITY ATLA• IC BEACH OR. A CES. t I......d......4 r a 1A, 4/04/4 /la ale / 1 Alt/ ..;...II ECTRICAL FIRM: M• - ELECTRICI • SIGNATURE _, NAME O �V-' 1 AD•RESS:. OK K 30AI16 FD BOX BLDG.SIZE/ .BETWEEN: RES.i/(APT.I 1 COMM. I 1 PUBLIC( 1 INDUS.( 1 NEW ( 1 OLD ( I REW. ( ) ADDITION ( 1 TRAILER ( )) TEMP. SIGNS 3 1 SO. FT. SERVICE: NEW j-( INCREASE( 1 REPAIR ( 1 FEE CONDUCTOR SIZE 4 AMPS a0 (j COPPER ( 1 ALUM. (o.'"'r---- 1 SWITCH OR BREAKER AMPS 1. PH 13 WI .:).4 VOLT , a/j..RACEWAY EXIST.SERV.SIZE AMPS - PH W VOLT RACEWAY i FEEDERS NO. SIZE NO. SIZE 1 NO. SIZE LIGHTING OUTLETS I I CONCEALED OPEN I TOTAL 'i RECEPTACLES CONCEALED OPEN I TOTAL �l'� I 0-30 AMPS. i I 71-700 AMPS. I SWITCHES I I 1 INCANDESCENT I U 0 FLUORESCENT&M.V. / FIXED 0.700 AMPS. 1 OVER iZ. APPLIANCES I I BELL TRANSF. I AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS I AMPS CE1L HEAT:I KW-HEAT I I I I I I I I I O-I I I OVER r MOTORS H.P. t VOLTAGE I PHS ( NO. I 1 }Li% VOLTAGE I PHS I • I. . , MISCELLANEOUS _l/Z•7�ra yp� t[!�mir��orlciG:2_ _ a:Lf_/ _ 1 d i.' ', ' V� ( .._,���n►4/,I,l_01/0iw,//./L/XIIIII El Ar�ri341rI TRANSFORMERS: I UNDER 600 V. 611 I 11 OVER 600 V. I NO. I KVA • I NO. KVA NO.NEON TRANSF. NO. I VA. MA. I MOTOR SIZE SWITCH I FLASHERf EACH SIGN I FORWARDED S TOTAL FEES 1 1 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION — 1 LOCATION INFORMATION Permit Number: 22152 ' Address: 715 SEMINOLE ROAD Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 6/13/2001 Name: CHRIS L ■MBERTSON Total Fees: 25.00 Address: 715 SEMINOLE ROAD Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 6/13/2001 Phone: (904)241-5251 Work Desc: OVERHEAD TEMPORARY POL CONTRACTOR(B .,.."= k ., ' P, LICATION FEES BIVINS ELECTRIC CO. ..PRIff4. `', 25.00 ''' ,, `.. 4,'i,, ,3' 'y R s"''lA�r''-': . y. %-..rte xi,,, [ sSr �:c-... i tom? 'xl ;-: d: 4 `kr -A ' 5, £' `r s 4n" T A d•• f E' x j m s.,w ,,,°` i y � t. . + a, �-s r _ T Y ., ash. NOTICE- INSPECTIONS if T BE REQUESTED AT LEAST 24 HOURS IOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PCED IN PUBLIC SPACE,AND MUST BE CLEARED UP MID HAULED AWAY BY EITHER CONTRACTOR OR OWNER _ "FAILURE TO COMPLY WITH THE CON CTIOI ,, LEN L'AW'CAN RESULT IN THE PROPERTY OWNER PAYING TWICE,:FO U L , 9 IMPROVE MT« TO REVOCATION ISSUED ACCORDING TO APPROVED PINS WHICH�k1tE AR T AND SUBJECT T R FOR VIOLATION OF APPLICABLE PROVISIONS'OF-LAW,.,,,•_„4F, „ r AI . 6-1-r\--- / $25.00 14 AT NTIC F EACH BU LDING DEPT. Date: 6/14/01 01 Receipt: 0064923 CHECKS AaRa 00100003221000 Ju•� 13 '01 02' 31p Bivins Electric Company 9042490336 p. l L.11 I OF ATLANTIC BEACH, FLORIDA A°' 't,," APPUCATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: WORTANT NOTICE: fig/ I+ CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE -" B AGREE T{} PERFORM SAID WOR. • HICK •RE A PART TO PEREOR, SAID(N-. • •ORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONz, AT1A C BEACH OR+ A CES. CORDAN E WITH THE TRICAL REGULATION .DES AND CITY , , �i• � J /. ,'*lf,IECTAI f ELECTRIC! 1CTATIRE ' .,../ _iii=.Alf' . AD•HESS: / . RFD BOX_ ` BLDG.SIZE /' BETWEEN. RES.{--r APT.( ) =MM.I I PUBLIC( ) ( ! NEW( ) OLD( l qEyy.( ) ADDITION ( ) TRAILER( ) TE SIGNS ( I se.Fr. SERVICE: N INCREASE( ) REPAIR I ) CONDUCTOR SIZE -K i x AMPS #V COPPER ( ) ALUM,-f--r---- SWITCH OR BREAKER p I PH 1 'Ni { VOLT; RACEWAY EXIST.SERV_SIZE AMPS I PM I ri l VOLT RACEWAY FEEDERS NO. SIZE {NO. SIZE NO. SIZE LIGHTING OUTLETS 1 I I =NCEALED OPEN TOTAL RECEPTACLES TAC..ES CONCEALED ( I I SWITCHES ( { • 31-100 AMP"., i tNCAlUOESCENT I FLUORESCENT&M.V. - 1P1o.too ary. OvOp AIR I I SELL TRANSF. H3.RATING H.P.RATING CONDITIONING COMP.MOTOR ( OTHER MOTORS AMPS {CELL HEAT: K11I_HEAT I I I I 1 0.1 { , MOTORS I H.P. VOLTAGE ( PHS • a. OYEY ~� 1 I VOLTAG_I 'HS I I I 4 MI ____ US 's �T%�L I A�/.1WA11•11/l7/ InfeltiallAriii %L/lLT: / /S , '/��s'=rte, TRANSFO'MEf7S: UNDER 600 V. (I I i OVER 600 V. I NO. I KVA I .I I NO. `KVA I NO.NEON TRANSF /NO. I VA. I MA_ { MOTOR SIZE I SWITCH I FLASJIERI EACH SIGN FORWARDED s TOTAL FEES — CITY OF ATLANTA BU DING DEPARTMENT O TEL: 247-5826 FAX: 247-5877 I 800 SEMINOLE ROAD-ATLANTIC BEACH,Fl 32233 — _ — LOCTtOSEMFOO NIAROA —Add Address: ATLANTIC BEACH, FL 32233 Range: Book: PERM INORtIA' ION Section: Permit Number: DRIVEWAY Township: Block: Permit Type:- Lot(s): I Class of WorkNEW Subdivision: — SINGLE FAMILY ----- Proposed Use: Parcel Nu o e pRMA N� Square Feet: -- CHRIS LAMBERTSON Est.Value: Name: ROAD IImTot Total Cost: 9/05/2001 Address: 715 SEMINOLE RO PL 32233 Date Issued: 25.00 ATLANTIC BEA Phone: 241'5251 MANHOLES ARE VISI[31 __ Total Fees: 25.00 i Amount Paid: BQF �GATE-VALVES AND 25.00 9/04/2001_- A . " DRIVEWAY/1E3-E ___SURE ALL METER_ Date Paid: µ VUork Dw; DR - R 1 OWNER (PROPER " •` #„ttL , 2 4 n {s - Wes- a. a $ , fie; aork 0.g * mss, ?k` a� a” "' ,..SS4 , ' _ .-"., '� -�,- Is. --it-'' `.41,�xi. ``� ? a i C'S L- Y .ss` } -c F ' '''""',-'1-;,,o'", �"tz' 4 �^ -Y zvrnry� -x" ,s P i9` '3}. 4,�,,\ ��, „ mss_ �- 1t"" ok F ._ - +. -vim° a+ `}r..: �' � 6 {�i .. BLIC 4 .* a ..,.„4 W OR Via . �. " 4 !,1 0'',.4''',-,,A,'A,. . PFi1 . II�ISPECTiON'---:F,,r.-,.1T4- -- • , 241140 I- SPACE, AND sx Ep iN BLIC SPA INSPE _N_, OT.CE- x ` ..' ' to M Tt.11S WORK UST Nod` BUILDING CLEARED RU D�. AY BY EITHER CONT CTOR.OR ANtl HA MUST BE CLEARED IN HE , TIONwLIE L.:. AN RESl WIC{. ,.FAILURE TO COM ! E !1. Q4,. , ; �� AND SUBJECT TO REVOCATIO PROPERTY OWNER PA►'1FING R = P��S�CH_,R�P T�F° - ISSUED ACG ON OF APPLICABLE PR's, � �'��- t�W� FOR VIOLATION ..,.. 6- 511--- '■ OV j - s�s.� 14 _ Date: 9/86/8181 Receipt: 8886436 ATLANTIC BEACH BUILDING DEPT. _— DEUS Ni l_ - --- - CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CRY RIGHTS OF WAY AND EASEMENTS DA 8—Z7- 4( PERMIT NO, c - ISSUED BY THE CITY JOB ADDRESS -7 O 5�,,.�„� Q �Q VALUATION $ v‘-`L.> PERMITTEE PERMITTEE ADDRESS IF-7 7 /114, �y,,, � ( �� r' TELEPHONE NO. 7L((_ 5-25-1 1(u( REQUESTING PERMISSION FROM THE CITY OF ATLANTIC BEACH TO CONSTRUCT SOD, 3 1J44..s -`gyp 5 0 1721 0.0t#•-).4i7 LOCATIONS: (REFERENCE TO CROSS-STREET) I . 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 ( ) DATE: BELL SOUTH TELEPHONE COMPANY YES ( ) No ( ) DATE: FERRELL GAS YES ( ) No ( ) DATE: MEDIA ONE CABLE TV 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 BEACH OR FLORIDA DEPARTMENT OF TRANSPIRATION STANDARDS AND BE PERFORMED UNDER THE SUPERVISION OF ._ti.2�s �rv. erl3o,- (c(iie t -S)(CONTRACTOR'S PROJECT SUPERINTENDENT) LOCATED AT 71, s�wo�c gcsei.,Q TELEPHONE No. 349 2j3 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 OR PLANS COVERING DETAILS OF THIS INSTALLATION SHALL BE MADE A PART OF THIS PERMIT. 7. THIS PERMITTEE SHALL COMMENCE ACTUAL CONSTRUCTION IN GOOD FAITH WITHIN DAYS FROM THE DAY OF SAID PERMIT APPROVAL AND SHALL BE COMPLETED WITHIN 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. S. 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 O HARMLESS THE CITY OF ATLANTIC BEACH FROM AND AGAINST ANY AND ALL LOSS, DAMAGE, AND COST OF / O EXPENSES ARISING IN ANY MANNER OF THE EXERCISE OR ATTEMPTED EXERCISES BY THE HOLDER OF TH= AFORESAID RIGHTS AND PRIVILEGES. 4. 9. THE DIRECTOR OF PUBLIC WORKS SHALL BE NOTIFIED TWENTY-FOUR (24) HOURS PRIOR TO STARTING OR-p AND AGAIN IMMEDIATELY UPO OMPLETION. ' SUBMITTED BY: / ,/ I-LACE CORPORATE SEAL IF APPLICABLE) ����� GEORGIA A. ORE ME THIS DAY OF ! . I � O-� ;. MY COMMISSION#DD 030526 ��I i��r� "� EXPIRES:June 3,2005 NOTARY PUBLIC / 7 ?001 RL�` Badsd ThN NOhry P AMA By;_ PROPERTY DESCRIPTION Lot # 415 , Block # , Section # 3 Subdivision: Sol-t-A Street Nam.3.j r DESCRIPTION OF WORK or Address' 4$1NOL•e 444) (If in a FLOOD HAZARD Flood Zone: )' area complete page 3) Brief Description 0P-4-0 Co,u.ot-Wc_47ow S t,vcgt A'rY■I Clas" of Work: m'i Remodel/Addition: ZONING INFORMATION Type of Construction: Wo0C1 -(ovine_ Zoning , Proposed District: I`b— I Use: $1A3(4L FA4t(y Estimated Value $ //©,ddO Exceptions or Variances ` t Materials: Granted: Rem (AQp pc S 6. lee,:,} ot" Zc7 n/F ktun oc 15` tN tee...e., (9Jn. Soli. or Filled / Ground: O1(�T Roof: hA.Pt- �tcl �ca�rraXc��t, Method of Heating: Ci A.(0.Q E t2-fp MA- ✓4 1 ►�' )v Mp OWNER INFORMATION Property Owner: ( L t , /Cit2t.s 1,r.1.AJff3p.N Phone: l4(-515-1 Mailing Addressr;C� s -F.A1. chanvJ,Iie Zip: '32,20) CONTRACTOR INFORMATION Contractor: iEhl . f7o�es o TNe- Phone: c24/I-525/ Mailing Address: ` .44/ewc. S . ,Ti4lk sc vote. t Ft ZiP: 257,960 Expiration STATE LICENSE NO: C8 C O5 Q 1 190 Date: %-31- 2,00-z I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. , Owner Signature / , ! \\\N11t,tit.ttl// DATE 5--f14"dl • ��`l�,.... a49 /���i � ...s , ,omBER N44. S'�-O Contractor Signature (o� .a �� 6 a�N•: DATE / • G`� , o;�kCC�6B,],4te = THIS DAY SWORN TO AND SUBSCRIBED BEFORE ME BY r` �6i 1�� `I ��..��y OF ' ) 1�9 ��9 • 'oy° a p tr e •O • � ►1111 "\ NOTARY PU C CITY OF t'„ ' 4%4 rildaCrtic Beat% - P vuda. • 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 f TELEPHONE (904)247-5800 4► `=r, FAX(904) 247-5805 SUNCOM 852-5800 DATE (p 14 " Ol JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie e: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS c;)‘q_isa_ 5-- 5 -11tc-/Id(-12-- 400tr-XL • -- Please call me at 904-247-5826 if you have any questions. Sin -rely, ATLA IC [30.CH BUILDIN DEPARTMENT CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address '7 ( 5- SGM/tc.10C C (< 2. Date 3 3 (- o / Heated Square Footage 30O ' @ $ GO per sq ft = $ ( YO) 118D Garage/Shed 6 7-S- @ $ 38 per sq f t = $ 2S- 6 S0 Carport'/Porch .i 7 --s @ $ / ? per sq ft = $ 2 L(( Deck q I @ $ / 0 per sq ft = $ 9 (0 Patio 6 @ $ 0 per sq ft = $ () TOTAL VALUATION: $ > O x 1 Zn I 3O Z8 ) 1( (o6 $ '-(GO Total 0 Valuation �ion 1st $ �d0�000 3 2 �- 3- $ Remaining Value $?? O� per thousand or portion thereof TOTAL BUILDING FEE $ 787 + 1/2 Filing Fee $ 3 q y ( ) ) Fireplaces @ $15 . 00 $ /S BUILDING PERMIT FEE $ J / 9 WATER IMPACT FEE $ 57/0 SEWER IMPACT FEE $ -0 —WATER METER/TAP $ 2 CAPITAL IMPROVEMENT $ A1 F F.D F_STpoTA' SEWER TAP $ it (/ ys1" RADON (HRS) . 0050 $ if SECTION H PAVING ( ) $ - O HYDRAULIC SHARES $ — Q CROSS CONNECTION $ 3S' (103) SURCHARGE . 0050 $ /G ,5-47, R4/ OTHER $ GRAND TOTAL DUE $ 4� A • 4 ADDITIONAL PERMITS OR FEES : Mechanical ; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: 7 (..S J if ni,oe ce • OWNER: / IKf ri 15 F2TS ),() [✓f 1. Determine Occupancy Classification of the structure. Select occupancy classification R , 3 which most accurately fits the use of the Building. (Chapter B3) [✓r 2. Determine actual physical properties of building. [4' a. Determine building area each floor. (Area definition Chapter B2) [V b. Determine grade elevation for building. (Grade definition Chapter B2) [ c. Determine building height in feet above grade. (Height definition Chapter B2) [ d. Determine building height in stories. (Story definition Chapter B2) [4 e. Determine separation distance from exterior walls to assumed and common / property lines. (Property line definition Chapter B2) [ �f f. Determine percent of exterior openings per floor. [✓r 3. Determine minimum Type of Construction necessary to accommodate proposed structure. (Chapter B6) [4 a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [- b. Check allowable height and area increases permitted. (Chapter B5) [4- 4. Check detailed Occupancy requirements. (Chapter B4) [✓]" 5. Check detailed Construction requirements ['yr a. Fire Protection of Structural Members (Chapter B6 & Table B600) [v] b. Fire Protection Requirements (Chapter B7 and Table B700) [✓] c. Means of Egress Requirements (Chapter B10) [ ] d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) kr 6. Review design as related to standards. (Chapters B16 - B26) [✓j' 7. Check other requirements as necessary. [,k a. Construction projecting into public property(chapter B32) [ ] b. Elevators and conveying systems (Chapter B30) [;—j-- c. Sprinklers, standpipes and alarm systems (Chapter B9) [,,]- d. Use of combustible materials on the interior (Chapter B8) [‘.--1 e. Roofs and roof structures (Chapter B15) [=-] f. Light, ventilation and sanitation (Chapter 312) [ ] g. Other c--,---3 - CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date 9 By: C� C l/./(.._____ Don C. Ford, Bui CC j ding Official don/sb.1 LLI c m 'E. a c o w s CV 13 m 7 Q E t. >, = z =' co � . 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I' � c I a a o XJ- il I H x rri t3 a t° t?■11h 7 m 0 _L- x ..-3 S 24?/5 004. . I /03 941 c I I �� r x Z�%N. 3 I �� -4,- I 0 i \\s rii cn PzI tv tn ni d c 9 r . • • 0 1 21 ai v v m = 71 MI M rn F.••• i 0 < C" �0 �m r-' 0 > -i /^\1 tn -0 1 r X z m ^l 0X E5 Da nD " -' Z Cn a -0 no-< aZ z O G) / QUt ti 21 z m G7 N z CJ /\ 'O � � _NrrnNE > - $i-2v ./ O/'F�✓F ti) D -<Z rn� w .4 m f3)-'�L- r O my =_ in /'r r D (/.../€7- / 3y D, rn° bczf X' x _f? r oomm K7 z 1 � N • •� ern yo -4m • /] D2 �v "'- X x / �ol _ n mo zz D-Di z rn \ a 2 z o= gym or o y ?� � o zrn DC rn ?`. x O "4 1) T--I 1-3 �\ � A O� AC�,, Nom CII 0z OO9 CPTI \� b �� oy „,,-- C › \ r=,1 � # ZO 161111,1.1:� 0 . 21m =m H % I \ ,i r" oID m� v,3 � c N � � ® o „ {o� . 0 � � � � � � P$ y 111 ,\ T1.4 r' - c1 ° ;D 1\ - o A) rn < �� 0 , -- a .,° rn Zr '* ° o � g 0 ®o o o n rr, ...‹ 1.) ......, X -:..-u,,,,) z_1•_ Cl) 0c O(4 Z CI . t zz �� Zo r- r~1 m � � z -, rr h 6. g m o NI g � m y _ _ ° ° N °' Doti - 1 4. O 0 -C c„ --1 -� _ _ Lit a O °z ao � c m ° -x-- Do`�� z � p i • C, I s O �ONo - � r*1 ,--1 z_ � Ny A \ m J ; - Z0 ` � ° � i ° o 2I co i _ c - mz = N V 4 c � (0 0 , -0 , o = -'' -, ,1 �` � z � � i o _ = ° ° cn rn = Zy 0 � V "1 H rte- cn 0 o % z P 2° O MAP SHOWING SURVEY OF LOT 509, SECTION No. 3, SALTAIR, AS RECORDED IN PLAT BOOK 10 PAGE 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. WOOD POWER POLE ^0._ • / — Ili O ' g, �O 4.ivci ,* -ti a'�,�� . 4 C Z /, o 0 0.2' '/ � SOT ' .. ‘A. N O ki - c.,k. / - Q Qom' •4 N �� . 0'� � • 44/ w 0 �. .41. , O O (.0 \--b.,. k • , �� „� \ DoT �ry \ ' ok J NO �I2c,0 \ `�9 Z F00's.INO G PAP z -0 II iv WOOD POWER ^Q �.51'O ,i11 5 0,. POLE 2 V C. g'6' IRON 7 NOTES; us,. l/0cp,Pl PR� THIS IS A BOUNDARY SURVEY, / �� fp�PE.IN 'LL P BEARINGS ARE BASED ON THE EASTERLY R/W \ �°V� LINE OF SEASPRAY AVENUE, BEING S 22'32'00" W. 1`x \ ALL OTHER BEARINGS and DISTANCES ARE AS 4% PER FIELD SURVEY, AS LOT HAS ONLY ONE c--S- DIMENSION PER PLAT. / NO BUILDING RESTRICTION LINES AS PER PLAT. s-L 'a \ L -4--3 -o o THIS SURVEY IS IN COMPLIANCE WITH THE < -P 04s7..),ze, MINIMUM TECHNICAL STANDARDS SET FORTH a.= IN CHAPTER 61 G17-6 OF THE FLORIDA THE PROPERTY SHOWN HEREON APPEARS TO LIE IN ADMINISTRATIVE CODE. FLOOD ZONE "X" AS WELL AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY-PANEL NUMBER 120075-0001 D, REVISED APRIL 17, 1989, FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA. UNLESS IT BEARS THE SIGNATURE AND a� ' THE ORIGINAL RAISED SEAL OF A FLORIDA DONN W. BOA rNR1GHT, .S.M. LICENSED SURVEYOR AND MAPPER, THIS FLA. UC. SURVE'r'OR AND MAPPER No. 3295 MAP IS FOR INFORMATIONAL PURPOSES FLA. LIC, SURVEYING AND MAPPING BUSINESS No. 3672 ONLY AND IS NOT VALID. SCALE: 1 "=20' BOATWRIGHT LAND SURVEYORS, INC. DATE: APRIL 23, 2001 DRAWN BY: LGH 1711 5th STREET SOUTH ,SHEET 1 OF 1 FILE #: 2001-283 JACKSONVILLE BEACH, FLORIDA 241-8550 GEARING HEIGHT SCHEDULE I TRUSS LOADING CONDITIONS ROOF TRUSSES FLOOR TRUSSES SEE FLAN TOP CHORD LIUE 20.0 TOP CHORD LIVE 400 TOP CHORD DEAD 7.0 TOP CHORD DEAD 100 BOTTOM CHORD DEAD 10.0 BOTTOM CHORD DEAD 5.0 SEE PLAN TOTAL LOAD (PSF) 37.0 TOTAL LOAD (PSF) 55.0 STRESS INCREASE 1.25 STRESS INCREASE: 100 THIS TRUSS SYSTEM HAS BEEN DESIGNED WITH LOADS GENERATED BY 10080-1 SEE PLAN WINDS USING 50 PSF TOP CHORD DEAD LORD AND 5.0 PSF BOTTOM CHORD DEAD LOAD 0 MILES FROM HURRICANE OCEANLINE. CAT I. EXP 0 (ASCE 7-881 ■ SE: PLAN 13-4-0 15-4-0 I .........., SEE FLAN �EM�!�IE�II APPROVED TRUSS ANCHOR BY BUILDER �•�������������������' SOUARE CUT OUERHANG t.�����...� EjI\ `Ii HEEL HEIGHT = 2x4 STD AIL 3 BOTTOM 2x4 2x11 MIN MIN. C NOTES: �'•I-- I 6.0�/ 1.)REFER TO NIB Al(RECOMMENDATIONS FOR T29 I HANDLING INSTALLATION AND TEMPORARY REAL:` leiwnwr Emig Qi.�J��-T29 I REFER TO ENGINEERED DRAWINGS FOR PERMANEr, '.k ® BRACING REQUIRED. Nil� I-_ T27 I 2)ALL TRU55E5 QNLLUDING TRU55E5 UNDER �� —.12.0.0 F=,' i27 —I VALLEY FRAMING)MUST BE COMPLETELY DECKED OR REFER TO D'c T AIL V105 FOR WI tl��I o ALTERNATE TRACING REOL!REMENTS o �� -I 3)ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. 3—W®I--- > 4)ALL TRUSSES ARE DESIGNED FOR 2'oc. • — i--- 3, 2, 0. MAXIMUM SPACING.UNLE55 OTHERWISE NOTED. ,, :, f I�`�` END DETAIL 5)PLAN ARE CONSIDERED TO BE LOAD 13 TRUSS END DETI IIL BEARING.UNLESS OTHERWISE NOTED. lkk GI 3 G)WITH 2T R TOP BE11N TU E INSTALLED jam ® 7)ALL ROOF TRU55 HANGERS TO BE ZIMP50N - HU5R UNLESS OTHERWISE NOTED. ALL �I� FLOOR TRU55 HANGERS TO BE SIMPSON iHA4 iH R N IiI 22 UJLE55 0 E W15E OTED I / B-)REAMIHEADER/LINTEL(HDR)i0 BE FURNISHED DY BUILDER , 17 ` _SHOP DRAWING APPROVAL_ ,! ,I 7 _R 'H15 LAYOUT 15 THE SOLE SOURCE FOR FABRICATION OF 7 T<U55E5 AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER II 7 �� TRUSS LAYOUTS REVIEW AND APPROVAL OF THIS LAYOUT MUST �h BE RECEIVED BEFORE ANY TRUSSES WILL BE BUILT. VERIFY ALL �IE CO^Ol➢ON5 10 MSURE AGAINST CHANGES THAT WILL RESLLT MI� IN EXTRA CHARGES TO YOU. fir.∎������.■!,..1 Eq,er:d Dewey Gate �'!g■■■.''.� '' 'Ii® r-9-0 v7� *toted YV Dott. 2190 � Builders AFirstSource o Dunne II PHONE. 586-437-3349 FAX.386-437-3994 Jacksonville P.-i0NE 904-772-6100 FAX.904-772-1973 Lake City r-,,,c,NL 0C4-755-6894 FAX.904-755-7973 Sanford -+ON° 4[;7-522-0059 FAX.407-322-5553 Ux_.R ELITE HOMES SAHAIR SECTION DUVAL CTY. EL.. REVISION'1 2-STORY CUSTOM SCALE NTS ■-: DRAVNDY JOT! 05/01/01 5W J104237 I < 55-0-0 r 55-C-: K '6.11.0 y5-0-0 14-5-0 w 15-4-0 v 15-4-0 K Ir 8-11-0 7-6-0 11-9-0 A P A hUb 1F06 11_ ,--- . 1F06160 P_ EEP o o F06 ° 24• 0. G. �F06 ` r 1 ♦ i 1 Pr I r I k 0 o •F, �` Ili' q ° `f, „' 1R _ 1 i T o .� 11 / 16 E ��/, 1 24 �• ,�D�t �v�v 'AND o M � .�FRAMEa_ = �j\ 1 ORG P05T OY NADER F04 o B3 - - 4 0 ®1� i f0 — ` GEARING WALL F04 lErn \w. F04 �1 �� Imo'. it ;'; i 'ail`I 1 / t I -J� I� I I'E E' 11 :: C, F 04 N o 1=I � III /I o 411 I -- - ___._. - F04 I -011% i 1 F04 F04 ! iliiIJIkIIi, — - �' �� .,III ____ 2.9.0 .I LL c .. c o•il ♦ , , I r-9-0 4aV� EIMIIMIIIPM.I....” FRAME NI LRI -- -5-11-0 51-0-0 5-10-0 13-11-0 15-1-0 0 APPROVE _ �Lp ATLANTIC 7,EACH AY 312001 4...CAL.--___ VP IV CD D Cl) I -1 < 1D -1 -1 -1 -1 -41-1 -1 --1 -1 -I --1 -11 C7 7 'r - 00) 5..) N3 C)O � �ItJ1 4t. CO C�Jt C) CD .+ I = N r N Cep 0 N ?77 co = O - F 0 r 7, -u H m 40 C •• 73 O C -p - = N 70 CA N .B - G) 03 --I N 0. Q) 0 =4 c CO ti Cn co c C) T. o c Cl) -a n) = ti D. m - 0 n) . IV O 0 C) .+ n a A 8 —.1 � vS2 N V -IO) NCnO r- N p O � O � CnOOCwo -, ci) � Nco CD O a, 2j 10 x m .k pRp CD CD I I 1 I *k -a a- C -• -n N — I O C I— C� m 'C NC O -0 . N b 4 --I w g rt 01 Z N N O H o 0 _ y V "a N Cn C) 1- Cp v k) (0 11 NO C11 IV A CO 0011 O, O O -4 N Z C N 'a Cn O CO CO O O -1 'a 0 n 5 "R: m - 0 co .. C)) co . c .Ni m V co - 0. �- D 2 o C) H N `� v co C _ O� 0 _0 ij D -0 Al C) r c�11 00 "p' a = H2 "H0 2 - H oDoCC `C) C 01 -1 111 m O 2 4 C2 # o C) BOG) 0 < -1 wrr ° rG) E - E _ � � o c m -o 0 - › 73 -. G) c' XJ7J '' XD a) = cn o -a LU r > 1 co rwD Cn _. _. -• _. CO C! y Z O = a- �\ 3 5 o C co ! w I CO _ w Cc in) N o = 1- or- - r- X ^w0„ 2DD� D � Or m C0) �tj H -1 CD m � Cn D n R1 N m G� uci a D MPO � r" M O 7 '� CO Co co > Cl) 0 o C C '~ ..�-• Tr -a N 7J 5 0 o O E ED - _, to-' m * 7) z13z 71 zz Z -0 10 _. "LIZ 0 0 > DDD D - D co co (n D 0 r- r r o 0 C CT C° o a _ o co 0 0 co 3 0) . i N) -+ .A..O Cl)N N `-� ai n (-) N N 0 N N o - --I 2 a) -• -• A -• ! M o 3 0 _, C) -0j (� ---11 1 _. zz -• Zs. ' a 0 a) › G) 7, > � z7, Da) a) ZDD � D -I 0 _ N) Cb_. 0) D_. D -9 N, = O O N N I F w (3) — SINGLE FAMILY HOME HVAC LOAD ANALYSIS for Elite Homes 25 27th Avenue Jacksonville Beach, FL 32250 Eta joftware RHvAc. RzSIDENT , HVAC LOADIALS Prepared By: Andy Bryan Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach, FL 32266 (904)249-8251 4-20-01 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C 110 Single Family Home Neptune Beach, FL 32266-1798 4-20-01 Page 2 Project Summary Project: Single Family Home Company: Ocean State Heating &Air Conditioning Client: Elite Homes Representative: Andy Bryan Address: 25 27th Avenue Address: 1476 Atlantic Boulevard City: Jacksonville Beach, FL 32250 City: Neptune Beach, FL 32266 Phone: (904) 249-2431 Phone: (904) 249-8251 Fax: (904) 241-5251 Fax: (904) 249-8949 Design Data Project Name: Single Family Home Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 2,144 CFM per square foot: 0.713 Square feet of room area: 3,006 Square feet per ton: 589.549 Building Loads Total heating required with outside air: 63,712 Btuh 63.711 MBH Total sensible gain: 47,113 Btuh 84 % Total latent gain: 8,754 Btuh 16 % Total cooling required with outside air: 55,867 Btuh 4.656 Tons (based on sensible + latent) 5.099 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Friday,April 20,2001 t RHVAC-Residential&Light Commercial HVAC Loads Program it Elite Software Development,Inc. Ocean State Htg&A/C Single Family Home Neptune Beach,FL 32266-1798 4-20-01 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 335 10,932 0 17,708 17,708 80 Glass Door Double Clear Glass Metal Frame 160 5,220 0 4,704 4,704 91 French Door Double Clear Glass Metal Frame 42 1,425 0 2,159 2,159 10D Door Wood Solid Core 24 249 0 177 177 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 2,776 7,501 0 4,099 4,099 13C Part R-11 + 1/2" Gypsum(R-0.5) 321 650 0 463 463 16G Ceiling R-30 Insulation 1,929 2,864 0 2,864 2,864 201 Floor Over Open Crawl Carpet+ R-19 674 1,455 0 518 518 22A Slab on Grade No Edge Insulation 167 6,086 0 0 0 Subtotals for structure: 6,428 36,382 0 32,692 32,692 Active People: 5 0 1,150 1,500 2,650 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 3,600 3,600 Lighting: 0 0 0 0 0 Ductwork: 0 3,034 0 4,283 4,283 Infiltration: Winter CFM: 491.3, Summer CFM: 218.4 561 24,296 7,604 5,038 12,642 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 47,113 Temperature Swing Multiplier: X1.00 Building Load Totals: 63,712 8,754 47,113 55,867 Check Figures Total Building Supply CFM: 2,144 CFM per square foot: 0.713 Square feet of room area: 3,006 Square feet per ton: 589.549 Building Loads Total heating required with outside air: 63,712 Btuh 63.711 MBH Total sensible gain: 47,113 Btuh 84 °A) Total latent gain: 8,754 Btuh 16 % Total cooling required with outside air: 55,867 Btuh 4.656 Tons (based on sensible + latent) 5.099 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Friday,April 20,2001 t RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Single Family Home Neptune Beach,FL 32266-1798 4-20-01 Page 4 System #1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 144 4,699 0 8,290 8,290 80 Glass Door Double Clear Glass Metal Frame 64 2,088 0 2,458 2,458 91 French Door Double Clear Glass Metal Frame 42 1,425 0 2,159 2,159 10D Door Wood Solid Core 24 249 0 177 177 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 1,263 3,413 0 1,865 1,865 13C Part R-11 + 1/2" Gypsum(R-0.5) 321 650 0 463 463 16G Ceiling R-30 Insulation 206 306 0 306 306 22A Slab on Grade No Edge Insulation 167 6,086 0 0 0 Subtotals for structure: 2,231 18,916 0 15,718 15,718 Active People: 2 0 460 600 1,060 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 1,200 1,200 Lighting: 0 0 0 0 0 Ductwork: 0 1,522 0 1,991 1,991 Infiltration: Winter CFM: 232.9, Summer CFM: 103.5 274 11,521 3,605 2,388 5,993 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 21,897 Temperature Swing Multiplier: X1.00 System Load Totals: 31,959 4,065 21,897 25,962 Check Figures Supply CFM: 996 CFM per square foot: 0.777 Square feet of room area: 1,283 Square feet per ton: 541.395 System Loads Total heating required with outside air: 31,959 Btuh 31.958 MBH Total sensible gain: 21,897 Btuh 84 % Total latent gain: 4,065 Btuh 16 % Total cooling required with outside air: 25,962 Btuh 2.164 Tons (based on sensible + latent) 2.370 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Friday,April 20,2001 t RHVAC-Residential&Light Commercial HVAC Loads Program it Elite Software Development,Inc. Ocean State Htg&NC Single Family Home Neptune Beach,FL 32266-1798 4-20-01 Page 5 System #2 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 191 6,233 0 9,418 9,418 80 Glass Door Double Clear Glass Metal Frame 96 3,132 0 2,246 2,246 12H Wall R-19 + 1/2" Gypsum Board(R-0.5) 1,513 4,088 0 2,234 2,234 16G Ceiling R-30 Insulation 1,723 2,558 0 2,558 2,558 201 Floor Over Open Crawl Carpet+ R-19 674 1,455 0 518 518 Subtotals for structure: 4,197 17,466 0 16,974 16,974 Active People: 3 0 690 900 1,590 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,512 0 2,292 2,292 Infiltration:Winter CFM: 258.3, Summer CFM: 114.8 287 12,775 3,999 2,650 6,649 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 25,216 Temperature Swing Multiplier: X1.00 System Load Totals: 31,753 4,689 25,216 29,905 Check Figures Supply CFM: 1,147 CFM per square foot: 0.666 Square feet of room area: 1,723 Square feet per ton: 631.366 System Loads Total heating required with outside air: 31,753 Btuh 31.753 MBH Total sensible gain: 25,216 Btuh 84 % Total latent gain: 4,689 Btuh 16 % Total cooling required with outside air: 29,905 Btuh 2.492 Tons (based on sensible + latent) 2.729 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Friday,April 20,2001 RHVAC-Residential&Light Commercial HVAC Loads Program . Elite Software Development,Inc. Ocean State Htg&A/C Single Family Home Neptune Beach,FL 32266-1798 4-20-01 Page 6 Room Load Summary Reports System#1 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Foyer 225 14,475 188 0-0 0 10,391 1,961 473 1.15 544 473 2 Laundry 112 3,067 40 0-0 0 3,105 197 141 1.00 141 141 3 Family 392 6,488 84 0-0 0 3,611 842 164 1.19 196 164 Room 4 Bedroom 208 2,799 36 0-0 0 1,387 493 63 1.18 74 63 4 5 Bath 3 60 1,505 20 0-0 0 777 79 35 1.00 35 35 6 Bedroom 286 3,625 47 0-0 0 2,626 493 119 1.00 119 119 3 System 1 1283 31,959 415 21,897 4,065 996 1,110 996 Totals Main Trunk Size: 18x10 in. System#1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.164 84%/16% 21,897 4,065 25,962 Recommended: 2.370 77%/23% 21,897 6,541 28,438 System#1 Equipment Data Heating System Cooling System Friday,April 20,2001 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Single Family Home Neptune Beach,FL 32266-1798 4-20-01 Page 7 Room Load Summary Reports System #2 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 7 Master 277 5,159 67 0-0 0 4,029 1,087 183 1.00 183 183 Bedroom 8 Master 215 3,818 50 0-0 0 3,290 334 150 1.00 150 150 Bath 9 Bedroom 182 2,770 36 0-0 0 2,837 509 129 1.00 129 129 2 10 Living/Ba 473 12,288 160 0-0 0 7,944 1,839 361 1.35 488 361 th 2 11 Dining 352 4,855 63 0-0 0 2,537 669 115 1.35 156 115 Room 12 Kitchen 224 2,863 37 0-0 0 4,579 251 208 1.00 208 208 System 2 1723 31,753 413 25,216 4,689 1,147 1,314 1,147 Totals Main Trunk Size: 14x14 in. System#2 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.492 84%/16% 25,216 4,689 29,905 Recommended: 2.729 77%/23% 25,216 7,532 32,748 Friday,April 20,2001 FORM 600A-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Spec Home, Seminole Road Builder: Elite Homes Address: Seminole Road Permitting Office: Atlantic Beach 1 City, State: Atlantic Beach, FL 32233- Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 50.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap:50.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 10.00 _ 6. Conditione_d;floor area(ft2) 3008 ft2 c. N/A _ 7. Glass area&-type _ _ a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 537.0 ft2 _ a. Electric Heat Pump Cap: 50.0 kBtu/hr c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 _ d.Tint/other SC/SHGC-double pane 0.0 ft2 b. Electric Heat Pump Cap:50.0 kBtu/hr _ 8. Floor types _ HSPF:7.00 _ a. Slab-On-Grade Edge Insulation R=0.0, 167.0(p)ft _ c. N/A _ b. Raised Wood,Post or Pier R=19.0,673.0112 _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Frame,Wood,Exterior R=19.0,2776.0 112 _ EF:0.92 _ b. Frame,Wood,Adjacent R=11.0,321.0 ft2 _ b.N/A c. N/A _ _ d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar • 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1928.0 ft2 _ 15. HVAC credits MZ-C,MZ-H _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.18 Total as-built points: 32000.00 PASS Total base points: 37884.00 I hereby certify that the plans and specifications covered Review of the plans and - ...• STAr'' by this calculation are in compliance with the Florida specifications covered by this /..,o...-` , _'_.,FO.•.: Energy Code. calculation indicates compliance ;',, h,, ...-''_ with the Florida Energy Code. `"'° ' PREPARED BY Ocean State HVAC � = Before construction is completed ; a ; i 6 v DATE: uI ' )-G'0 i this building will be inspected for „\.,..4.6*, .:i'n _ I hereby certify that this building, as designed, is in compliance with Section 553.908 t....,"+:%..-............_`..' 5`s..`. compliance with the Florida Energy Code. Florida Statutes. °D. OWNER/AGENT: BUILDING OFFICIAL: rL .- DATE: DATE: - - -- 3 (- O I EnergyGauge®(Version: FLRCNA-200) FORM 600A-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: Seminole Road, Atlantic Beach, FL, 32233- PERMIT#: ■ BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 3008.0 33.05 17897.1 Double, Clear NW 6.0 11.5 24.0 25.46 0.77 473.6 Double, Clear NW 2.0 4.0 18.0 25.46 0.78 359.3 Double, Clear NW 6.0 6.5 13.0 25.46 0.65 216.0 Double, Clear NW 6.0 15.5 42.0 25.46 0.84 899.6 Double, Clear W 2.0 13.0 28.0 36.99 0.98 1013.8 Double, Clear W 2.0 18.0 15.0 36.99 0.99 552.0 Double, Clear S 2.0 21.5 64.0 34.50 0.99 2189.6 Double. Clear S 2.0 8.5 20.0 34.50 0.87 598.1 Double, Clear E 2.0 16.0 6.0 40.22 0.99 238.6 Double, Clear E 2.0 18.0 20.0 40.22 0.99 799.8 Double, Clear W 2.0 7.0 15.0 36.99 0.88 490.1 Double, Clear N 2.0 7.0 30.0 19.22 0.92 530.6 Double, Clear E 2.0 6.0 8.0 40.22 0.85 273.7 Double, Clear E 2.0 6.0 16.0 40.22 0.85 547.5 Double, Clear E 2.0 7.0 20.0 40.22 0.88 709.9 Double, Clear E 2.0 8.0 24.0 40.22 0.91 881.1 Double, Clear E 2.0 6.0 12.0 40.22 0.85 410.6 Double, Clear S 2.0 9.5 96.0 34.50 0.90 2977.8 Double, Clear S 2.0 8.0 48.0 34.50 0.86 1417.8 Double, Clear S 2.0 5.0 12.0 34.50 0.72 299.5 Double, Clear W 2.0 6.0 6.0 36.99 0.85 189.1 As-Built Total: 537.0 16067.8 , WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 321.0 0.7 224.7 Frame,Wood, Exterior 19.0 2776.0 0.90 2498.4 Exterior 2776.0 1.70 4719.2 Frame,Wood,Adjacent 11.0 321.0 0.70 224.7 Base Total: 3097.0 4943.9 As-Built Total: 3097.0 2723.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 24.0 2.40 57.6 Adjacent Wood 24.0 2.40 57.6 Exterior 0.0 0.00 0.0 Base Total: 24.0 57.6 As-Built Total: 24.0 57.6 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1928.0 0.60 1156.8 Under Attic 30.0 1928.0 0.60 1156.8 Base Total: 1928.0 1156.8 As-Built Total: 1928.0 1156.8 EnergyGauge®DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 600A-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: Seminole Road, Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 167.0(p) -37.0 -6179.0 Slab-On-Grade Edge Insulation 0.0 167.0(p) -41.20 -6880.4 Raised 673.0 -3.99 -2685.3 Raised Wood, Post or Pier 19.0 673.0 0.77 515.5 Base Total: -8864.3 As-Built Total: -6364.9 INFILTRATION Area X BSPM = Points Area X SPM = Points 3008.0 10.21 30711.7 3008.0 10.21 30711.7 Summer Base Points: 45902.8 Summer As-Built Points: 44352.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 44352.1 0.500 0.974 0.341 0.950 7001.2 44352.1 0.500 0.974 0.341 0.950 7001.2 45902.8 0.3573 16401.1 44352.1 1.00 0.974 0.341 0.950 14002.4 EnergyGaugeTM DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 • FORM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: Seminole Road, Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 3008.0 9.76 5287.1 Double, Clear NW 6.0 11.5 24.0 14.03 1.01 341.3 Double, Clear NW 2.0 4.0 18.0 14.03 1.01 255.8 Double, Clear NW 6.0 6.5 13.0 14.03 1.02 186.7 -- Double, Clear NW 6.0 15.5 42.0 14.03 1.01 594.5 Double, Clear W 2.0 13.0 28.0 10.77 1.01 303.2 Double, Clear W 2.0 18.0 15.0 10.77 1.00 161.7 Double. Clear S 2.0 21.5 64.0 4.03 1.00 256.7 Double, Clear S 2.0 8.5 20.0 4.03 1.11 89.1 Double, Clear E 2.0 16.0 6.0 9.09 1.01 55.0 Double, Clear E 2.0 18.0 20.0 9.09 1.01 183.1 Double. Clear W 2.0 7.0 15.0 10.77 1.03 166.7 Double, Clear N 2.0 7.0 30.0 14.30 1.00 430.6 Double, Clear E 2.0 6.0 8.0 9.09 1.06 77.1 Double, Clear E 2.0 6.0 16.0 9.09 1.06 154.1 Double, Clear E 2.0 7.0 20.0 9.09 1.05 190.3 Double, Clear E 2.0 8.0 24.0 9.09 1.04 225.9 Double, Clear E 2.0 6.0 12.0 9.09 1.06 115.6 Double, Clear S 2.0 9.5 96.0 4.03 1.07 413.5 Double, Clear S 2.0 8.0 48.0 4.03 1.12 216.2 Double, Clear S 2.0 5.0 12.0 4.03 1.40 67.7 Double, Clear W 2.0 6.0 6.0 10.77 1.04 67.3 As-Built Total: 537.0 4552.2 , WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 321.0 3.6 1155.6 Frame.Wood, Exterior 19.0 2776.0 2.20 6107.2 Exterior 2776.0 3.70 10271.2 Frame,Wood,Adjacent 11.0 321.0 3.60 1155.6 Base Total: 3097.0 11426.8 As-Built Total: 3097.0 7262.8 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 24.0 11.50 276.0 Adjacent Wood 24.0 11.50 276.0 Exterior 0.0 0.00 0.0 Base Total: 24.0 276.0 As-Built Total: 24.0 276.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1928.0 1.20 2313.6 Under Attic 30.0 1928.0 1.20 2313.6 Base Total: 1928.0 2313.6 As-Built Total: 1928.0 2313.6 EnergyGauge®DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: Seminole Road, Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 167.0(p) 8.9 1486.3 Slab-On-Grade Edge Insulation 0.0 167.0(p) 18.80 3139.6 Raised 673.0 0.96 646.1 Raised Wood, Post or Pier 19.0 673.0 0.88 589.5 Base Total: 2132.4 As-Built Total: 3729.1 INFILTRATION Area X BWPM = Points Area X WPM = Points 3008.0 -0.59 -1774.7 3008.0 -0.59 -1774.7 Winter Base Points: 19661.1 Winter As-Built Points: 16359.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 16359.0 0.500 0.990 0.487 0.950 3745.7 16359.0 0.500 0.990 0.487 0.950 3745.7 19661.1 0.5340 10499.0 16359.0 1.00 0.990 0.487 0.950 7491.4 EnergyGaugeTM DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 • FORM 600A-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: Seminole Road, Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2746.00 10984.0 50.0 0.92 4 1.00 2626.61 1.00 10506.4 As-Built Total: 10506.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 16401.1 10499.0 10984.0 37884.1 14002.4 7491.4 10506.4 32000.2 PASS •................ ...... •C� /iii 1•/run ..,. 't'r;,,`i u•O EnergyGaugeTM DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 600A-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Seminole Road, Atlantic Beach, FL, 32233- PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST • COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows& Doors 606.1.ABC.1.1 Maximum:.3 cfmisq.ft.window area; .5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations; between wall panels&top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrationsiopenings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings; penetrations of ceiling plane of top floor:around shafts,chases, soffits, chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation; or Type IC rated with <2.0 cfm from conditioned space,tested. Multi-story Houses !606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS I SECTION REQUIREMENTS CHECK Water Heaters 612.1 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. Swimming Pools& Spas 612.1 Spas& heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer. Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 I Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed,insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTM DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPI,) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.7 • The higher the score,the more efficient the home. , Seminole Road,Atlantic Beach, FL, 32233- 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 50.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap:50.0 kBtu/hr _ 5. Is this a worst case? No SEER: 10.00 _ 6. Conditioned_floor area(ft2) 3008 ft2 c. N/A _ 7. Glass area&type _ a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 537.0 ft2 _ a. Electric Heat Pump Cap:50.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 _ d.Tint/other SC/SHGC-double pane 0.0 ft2 b. Electric Heat Pump Cap: 50.0 kBtu/hr _ 8. Floor types _ HSPF:7.00 a. Slab-On-Grade Edge Insulation R=0.0, 167.0(p)ft _ c. N/A _ b. Raised Wood,Post or Pier R=19.0,673.0ft2 c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=19.0,2776.0 ft2 _ EF:0.92 _ b. Frame,Wood,Adjacent R=11.0,321.0 ft2 _ b. N/A c. N/A d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1928.0 ft2 _ 15. HVAC credits MZ-C,MZ-H _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) = S SZ4 j •. in this home before final inspection.Otherwise,a new EPL Display Card will be completed 14 7 based on installed Code compliant features. :' "' a ter; ;; Builder Signature: Date: 1 0 II �� Address of New Home: City/FL Zip: c '` D wE'r. *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 EnergyStarTmdesignation), your home may qualify for energy efficiency mortgage(EEI1/ incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.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:FLRCNA-200) i AIN N. Job --?Truss — — Truss Type ---Q - NV -;COT 9-5-SALTAIR SECTIOi+T . M.5774 J104237 CJ1 ROOF TRUSS 20 1 (optional) BUILDERS FIRST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2 00 MiTek Industries, Inc. Mon May 14 14:53:42 2001 Page 1 -2-0-0 1-0-0 { 2-0-0 1-0-0 Scale = 1:8.2 C `' 6.00 PT B . Mt: D -44M 2x4 A I 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL - in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) n/a - n/a MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.09 A-B >298 BCLL 0.0 Rep Stress lncr YES WB 0.00 HorzITL) 0.00 C n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/deft = 240 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=-102/Mechanical, B=277/0-5-8, D=9/Mechanical Max Horz B=131(load case 4) Max UpliftC=-102(Ioad case 1), B=-464(load case 4) Max Gray C=252(Ioad case 3), B=277(load case 1), D=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=49, B-C=-75 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 102 lb uplift at joint C and 464 lb uplift at joint B. wn"1"1Aj""!�irrr 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. $��E,,os A ,pr,�,G9 LOAD CASE(S) Standard �iFr�1+ '1'a. APF'R�vED 1 t EACH 1 7j 'M•A.TE OF :1' k Mk( 31 2001fs, , ,\?z RD , 1,. .' May 14,2001 )5Y. ii '1 30b FUSS _ LTruss Type Qty_.-'Py__._._.LoT 5 SALTAIR SECTION ---- J104237 CJ3 ROOF TRUSS 14 1 A57741 BUILDERS FIRST SOURCE,JAX FL 32244 4.201 SRI s Nov 16 2000 MiTek Industries, Inc.Mon May 14 14:53:43 2001 Page 1 i -2-0-0 I 3-0-0 2-0-0 3-0-0 Scale = 1:12.6 C �� I i ..6.00[ 2-B � 1 =, D A 2x4 - 3-0-0 I 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) n/a floc) I/deft PLATES GRIP TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.18 A-B >154 MII20 249/190 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 C n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl = 240 Weight: 13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=21/Mechanical, B=277/0-5-8, D=27/Mechanical Max Horz B=189(load case 4) Max UpliftC=-23(load case 2), B=-340(load case 4) Max Gray C=68(load case 3), B=277(load case 1), D=27(load case 1) FORCES (lb) -First Load Case Only TOP CHORD A-B=49, B-C=-61 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceantine, on an occupancy category I, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint C and 340 lb uplift at joint B. 4) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. Ott,t,,ito tuturirs% of CE A. S. LOAD CASE(S) Standard Y-tz '4g'SIFI p'l,, fj" z2 yk fi�'{,: 'ATE OF r. ::: "t�Ittrti1"Rtxt�t` May 14,2001 ■ Qty I Ply I LET 35 SALTAIR SECTION Job i Truss TYruss Type I p57748 I J104237 HJ3 OOF TRUSS 1 1 (optional) BUILDERS FIRST SOURCE, JAX FL 2244 4.201 SR1 s Nov 16 Mi ek ndustries, Inc. Mon May 14 15:23:00 2001 Page 1 -2-9-15 4-2-15 i 2-9-15 4-2-15 Scale 3 .12.3 4.24112 2 .,"" 5 rV /f. ''' 4 1 2x4 = 4-2-15 I I 4-2-15 • + 2x4xCUT-TO-FIT SP #2 D OR BETTER SCAB TO ONE FACE. ATTACH SCAB WITH 12d OR 0.131"x3.0" g nails AT 4" o.c. STAGGERED, WITHOUT SPLITTING LUMBER. DEFL in (loc) I/deft PLATES GRIP LOADING (psf) SPACING 2-0-0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) n/a - n/a MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) 0.63 1-2 >61 BCLL 0.0 Rep Stress Incr NO WB 0.00 1 Horz(TL) LL M�01 deft = 240 n/a Weight: 18 lb BCDL 10.0 Code SBC/SBCCI (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=6/Mechanical, 2=285/0-7-12, 4=28/Mechanical Max Horz 2=133(load case 4) Max Uplift2=-401(load case 4) Max Gray 3=73(Ioad case 3), 2=285(Ioad case 1), 4=28(Ioad case 1) FORCES (lb) - First Load Case Only TOP CHORD 1,5=46, 2-5=46, 2-3=-41 BOT CHORD 2-4=0 NOTES 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an onv+n+irersnrrrrrr occupancy category I, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE �0+ CE A. "'r./��� 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, r� z0 1'46,4(4`4. they they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 ;r tg 1 2) Refer to girder(s) for truss to truss connections. z c, 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 401 lb uplift at ==-...,. i k joint 2. °. tt E. 4) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. `i41 S A1EOP � `` %.t:. AtOI2tp -,�,5 LOAD CASE(S) Standard ,j' S 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 . ,1C) Uniform Loads (pH) May 14,2001 Vert: 1-5=-54.0 Trapezoidal Loads (plf) Vert: 5=-0.0-to-3=-57.3, 2=-1.6-to-4=-21.2 I ■56- .. -Truss - -117-uss-Tifpe Qty rPiy TZQT95-SALTATR-SECTION J104237 IHJS 1I ROOF TRUSS 3 I1 (opti A577491 onal) 1 BUILDERS Fl ST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2 00 Mi ek Industries, Inc. Mon May 14 15:26:22 2001 Page 1 -2-9-15 I 3-9-6 I 7-0-14 2-9-15 3-9-6 3-3-8 Scale =31:'' ..7 vi 4.24 12 2 5 i o 4 1 2x4 = I 3-9-6 I 7-0-14 3-9-6 3-3-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) l/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.88 VertILL1 n/a - n/a MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.19 Vert(TL) 0.64 1-2 >60 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/deft = 240 Weight: 26 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 7-0-14 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=177/Mechanical, 2=356/0-7-12, 4=81/Mechanical Max Horz 2=227(Ioad case 4) Max Uplift3=-176(load case 2), 2=-375(load case 4) FORCES (lb) -First Load Case Only TOP CHORD 1-5=46, 2-5=46, 2-3=41 — BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE ��naini�rHMirii�i 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, ``�ys C£ A yiry+4 they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 ° Q A .�,G 2) Refer to girder(s) for truss to truss connections. rfir TtFi(. 'qty% 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 lb uplift at I •X tin joint 3 and 375 lb uplift at joint 2. -%.. a 4) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. _ '1" t ,�r qs ATE OF cv I LOAD CASES) Standard �tp� 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 %g.,i4,At Olt \0 e e Uniform Loads (plf) 4,,` Vert: 1-5=-54.0 '`,.rrIra!im+utrt"' Trapezoidal Loads (plf) May 14,2001 Vert: 5=-O.0-to-3=-95.5, 2=-1.6-to-4=-35.4 0 V To-6— 'Truss Truss Type -TQty Ply TOOT-95 SALTAIR SECTION �A5775t J104237 T01 ROOF TRUSS 1 1 (optional) BUILDERS FIRST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2 00 Mirtek Industries, Inc. Mon May 14 15:27:24 2001 Page 2 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-54.0, 2-6=-114.0, 2-10=-20.0, 6-10=-114.0, 10-11=-54.0 Qty -Ply LOT 95 SALTN rTob Truss TrussType AIR-SECTION A57752 1J104237 T02 ROOF TRUSS 3 1 (optional) BUILDERS FIRST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2 00 MiTek Industries, Inc. Mon May 14 14:53:54 2001 Page 1 -2-0-0 7-4-0 � 14-8-0 I 16-8-0 I I 7-4-0 2-0-0 2-0 0 7-4-0 Scale: 3/8"=1' 4x4 = C 6.00 FTT dh • 1 c1 D B (h o ■ E o OM A ►� F 3x4 = 3x4 = 2x4 II • 7-4-0 14-8-0 I I 7-4-0 7-4-0 LOADING (psf) SPACING 2-0-0 CSI DEFL -- in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.01 F >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.28 VertITL) 0.07 D-E >384 BCLL 0.0 Rep Stress lncr YES WB 0.05 1st HorzITL) M0.01 defl =0240 n/a Weight: 58 lb BCDL 10.0 Code SBC/SBCCI LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=650/0-5-8, D=650/0-5-8 Max Horz B=146(load case 3) Max UpliftB=-487(load case 4), D=-487(load case 4) FORCES (lb) -First Load Case Only TOP CHORD A-B=25, B-C=-568, C-D=-568, D-E=25 BOT CHORD B-F=504, D-F=504 WEBS C-F=142 NOTES 1)This truss has been checked for unbalanced loading conditions. - 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 487 lb uplift at ,�5nititntmrmmrritr�Ly joint B and 487 lb uplift at joint D. *�`e- A- A"�,, 4) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. /,i . A. 44 j4 x Cog co LOAD CASE(S) Standard - 7 _ -p S ATE OF 4y ;SI f'ZOLct, -e May 14,2001 1 - Qty Ply LOT 95 SALTAW CT[OTI f' ' T� Muss -_ Truss Type y A57753 IJ104237 T03 ROOF TRUSS 1 1 (optional) BUILDERS FIRST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Mon May 14 14:53:55 2001 Page 1 -2-0-0 I 3-9-4 1 7-0-0 I 9-4-0 I 12-6-12 l 16-4-0 I 18-4-0 2-0-0 3-9-4 3-2-12 2-4-0 3-2-12 3-9-4 2-0-0 Scale = 1:34.1 4x4 = 4x8 = D E 6.00 12 2x4 2x4 IM C F co G r> B i _ 4 o A H I° A ► ►M 3x5 = J I 3x5 = 3x8 = 3x4 = 7-0-0 9-4-0 16-4-0 1 I 1 1 7-0-0 2-4-0 7-0-0 Plate Offsets (X,Y): [E:0-5-4,0-2-01 . LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.09 I >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.09 G-I >999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.04 G n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min 1/defl = 240 Weight: 84 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-7-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1281/0-5-8, G=1281/0-5-8 Max Horz B=-141(load case 2) Max UpliftB=-1028(load case 4), G=-1028(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=25, B-C=-2082, C-D=-1931, D-E=-1752, E-F=-1931, F-G=-2082, G-H=25 BOT CHORD B-J=1828, 1-J=1752, G-1=1828 WEBS C-J=-116, D-J=642, E-J=-0, E-1=642, F-1=-1 16 NOTES -- 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 tti�`t��n"in"xrunrnrrry 3) Provide adequate drainage to prevent water ponding. `` CE A. 1y4`'�,,G 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1028 lb uplift at iF7 1r joint B and 1028 lb uplift at joint G. }<t, ti� 5) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. o 6) Special hanger(s) or connection(s) required to support concentrated load(s) 474.8lb down and 744.4Ib up at � ."-tom 9-4-0, and 474.81b down and 744.4lb up at 7-0-0 on bottom chord. Design for unspecified connection(s) is 3 t_- �c' _a delegated to the building designer. f . 5'.kTE OF %> r � OR t0�� y LOAD CASE(S) Standard ."'s m ,Y.1 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 ,,,fr�erosi�wt�os«,'•� Uniform Loads (plf) Vert: A-D=-54.0, D-E_-115.3, E-H=-54.0, B-J=-20.0, I-J=-42.7, G-1=-20.0 May 14,2001 Concentrated Loads (Ib) Vert: J=-474.8 1=-474.8 ------------- ,FI Job -jTruss 1Truss Type —._-- Iffy 1fy TTOT33-ALTA1R SECTION — .._-- A57755' J104237 ROOFTRUSS 1 1 (optional)BUILDERS FI 1T05 ST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2 00 MiTek Industries, Inc. Mon May 14 14:53:58 2001 Page 2 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: C=-284.0 M=-128.0 N=-97.0 0=-47.0 P=-833.0 a.. CITY OF /n�//�'��_` � � 41 a 1�-tL�a'lL[us Office of Building Official Co REQUEST FOR INSPECTION Date l. i 0 6 O r\J Time Permit No. Received p (/ - A.M. P.M. ./.'.I/,/ /. .,A 7 Job ■.—.ress ✓� _� ■ Owner's 0 Locality j Name Q / / I '! '""tr 4� _/ Contractor _ `AL_A BUILDING CO CRETE BUILDING ❑ ELECTRICAL PLUMBING MECHANICAL Re Roofing ❑ 31 ng ❑ Rough Wiring Rough Re Roofing ❑ Temp Pole ❑ g __ Air Cond. & ❑ ❑ Lintel C Final Sow Out 0 Heating ❑ Sewer ❑ Fire Place READY FOR INSPECTION Pre Fab Mon. ues. • Wed. Friday In-.ection Made � • 1$ A.M. Inspe or P.M. ;' �� Final Inspection ❑ _ _ Certificate of Occupancy ❑ -- P Y III LLV33 Date I ' CITY OF 1.1 . 44Ikadic B -11 Office of Building Official /S REQUEST FOR INSPECTION Date L/ ]O/y Time Permit No. U iC Received A.M. PM. Job Address �p /� p t/J ak-liLocality Owner's (.ii� / 1 /1 '� `� .(1 Name ///i�t ��, � � Contractor BUILDING CONCRETE ELECTRICAL PLUMBING "11 Framing MECHANICAL Re Hoofing ❑ Slab Footing ng ❑ Rough Wiring D Rough E Air Cond. & ❑ Rs Hoofing ❑ Temp Pole ❑ Top Out E ❑ Lintel ❑ Final ❑ Sewer D Heating Fire Place ❑ READY FOR INSPECTION Pre Fab CE) Tues. Wed. Thurs. PM Inspection Made n' J a / A.M. , �� P.M. Inspector ` r Final Inspection ❑ /-��)�v�/ Certificate of Occupancy E._- Lspot(�. Date 01q.3739 CITY OF Mantic Beach-lima/4 Office of Building Official f REQUEST FOR INSPECTION Date ��l dJc Time ++ Permit No. Received C'`' l�� A.M. .1 1S- SL—ne\Urk -q-C./ Job Address Locality Owner's C !f,-�f / �ES Name `— 0 Contractor II BUILDING CONCRET ELECTRICAL PLUMBING MECHANICAL Framing ❑ FooiinQ ❑ Rough Wiring ❑ Rough E. Air Re Roofing ❑ �j�,J Temp Pole ❑ Top Out ❑ Heatingd. & Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. Thurs. Frida• P. . •Inspection Made �/ A.M. P.M. Inspector �-,e_ /- Final Inspection ❑ Certificate of Occupancy ❑ Date L4) 4�1 �ITY OF Jr [ �(O� U i=' �� 4�auca Office of Building Official 16 e REQUEST FOR INSPE'- .N Date l 6 1 14, t sal Time ) ' A.M. Received 0�J -J� P.M. -) I L A,IG Job Address Locality Owner's Ott ,i Name (�.�'N C�ctor S BUILDING CONCRETE ELECTRICA LUMBING MECHANICAL Framing ❑ Footing ougn Wiring ❑ Rough Air Cond. & I Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑! Final ❑ Sewer ❑ Fire Place El '--T-LIPc.-0( — READY FOR INSPECTION Pre Fab Mon. I Tues. Wed. Thurs. Friday �PP111C��ff��� //�b� A.M. Inspection Made <.�/� _.,, Inspector ./ , .. _ ` _ �J Final Inspection , • Certificate of Occupancy ❑ us.�.f►9i� i�.' : �-3�!� Date ////11��� /CITY OF _ �& 41Ia /.i -4lh Office of Building Official REQUEST FOR INSPECTION ( _ G ' cP I5®1 Date Permit No. Time 3b Received '9/5 5eJ t cIL Job Address ty I Owner's / l "' (0 t(' 3 Name Contractor BUILDING CONCRETE E ECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough El Air Cond. & ❑ Re Roofing ❑ Slab ❑ ..a��r.�r ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ ma ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. 47 Friday A.M. Inspection Made //r7-7- P.M. Inspector - Final Inspection ❑ do--- Certificate of Occupancy ❑ 4/9 - 7/90 Date '— _ ._ ......,., CITY OF Imo" _ Office of Building Official (JQ REQUEST FOR INSPECTION Date ` . a q` a/ �1c _ Time /O- lc Permit No. " �� Received A.M. _ Job Addre•. Owner's Loca Name •Ai ' i ° Ai ,/ BUILDING CONCRETE '��� �• 1 BUILDING LI ` �R Bh-� Framing Roofing Footing >,� MECHANICAL 9 ❑ Slab Rough w�r�ng O ou.DO Insulation ❑ Lintel °I Top , ut Air Cond. & C, To ❑ Heating 9 2691 Sew O Fire Place Mon. I ADY FOR pE�l„/ Pre Fab Tues. bV61ft 4 Th Friday A.M. Inspection Made M. Inspector P.M. �. j �,rk / Final Inspection G �—� �j / Certificate of Occupancy❑ � �g '°° Date Date w __. CITY OF 4114 Beach--4latida Office of Building Official /f� REQUEST FOR INSPECTION Date `-t' ^�� O ( �0p�y5 Permit No. Time . / Ov A Received [[ lJ 1715 M., • . F)1,5740Z--- Job Address,- Loc lily Owner's Name �� Contractor (7/14.. - BUILDING CONCRETE ELECTRICAL PLUBING MECHANICAL L Framing ❑ Footing El Rough Wiring ❑ ough ❑ Air Cond. & Re Roofing ❑ Slab ❑ Temp Pole ❑ Top ON ❑ Heatin Insulation [11 Lintel Fire Pl Lintel ^ Final ❑ Sewer g Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. t A.M. Thurs. Friday Inspection Made A.M. 0 7 P.M. Inspector Final Inspection ❑ / • Certificate of Occupancy ❑ c:;2pc2 .V88 a-00 Date ter, CITY OF 4II aat,e Aeac4- /4 Office of Building Official REQUEST FOR INSPECTION (-Date 3- z Permit No. �0 L a Time A.M. Received PM. 7/5--- ..1!1441_ _,ei , - Opt.. Al Job Ad ss ocality Owner's / / Name Contractor ,. ag[1fAlje.._ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough Re Roofing ❑ Slab ❑ Temp Pole ❑ To Out Ae Cond. & ❑ Insulation ❑ Lintel ❑ Final ❑ Sewer FeatPla ewer Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed C A-1N. . Friday Inspection Made / ' • A.M. � P.M. Ins7et6�_ _ Final Ins I/ � � Crtificate of Occupanc / Date / j O Z CITY OF 6�-/'yb 44tla4itrc Beach-41auda P .Z Office of Building Official 2-_ REQUEST FOR INSPECTION as r 2:2. 153 Date / — 3-0 is ;w' ? Permit No. Time AM.M ‘ Received 7/5 O Ja--eLO Job Addres L cality, Owner's 6 Nall 4111111W/ Contractor UILDIN CONCRETE LECTRIC41) 41111017_ Framing ❑ Footing ❑ Rough Wiring ❑ Rough Re Roofing ❑ Slab g ❑ Air Cond. & ❑ Insulation ❑ Lintel LI Temp Pole ❑ Top Out ❑ Heating ❑ Fire Place ❑ READY FOR INSPECTION Pr Fab ��) Mon. Tues. Wed. �t}Y�/ Thurs. Friday PM Inspection Made \\�\IJ�- A.M. a P Inspector Certi' • • cupancy Date n �"an��� /CITY OF _ ?W C /.i -1 Cs -/ Office of Building Official REQUEST FOR INSPECTION Date 8' 8-Of Permit No. C3 l-d '"1 6 8 Time A Received (b PM 15 _ / n6,21- Job Addres- Localit Owner's Name t,w AJ" Contractor • i �. 6, 0 c UILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough E Air Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating & ❑ Insulation ❑ Lintel _ ❑ Final ❑ Sewer J. ❑ Fire Place ❑ o F'f'Z�>>�(X1i.0 Yl/Ind REA SPECTION Pre Fab Mon. Tues. Wed. Thurs. Friday A.M. Inspection Made 0, ;" Q P.A.M.M. 7 Inspector - _ _ _ _ Final Inspection ❑ 7 Certificate of Occupancy ❑ Date CITY OF 4II �, 3eac4-lLQILQf Office of Building Official .-- Jf REQUEST FOR INSPECT! N Q CJ Date y f "' / Pe it No. G p1 O 7 Time Received Job AddressAipp ._�— =lily Owner's I._ `��/� ContractorrAlti BUI b ' CONCRETE ELECTRICAL PLU :ING MECHANICAL ❑ Footing ❑ Rough Wiring ❑ Rough Re Roofing Slab g ❑ Air Heating & ❑ Temp Pole ❑ Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. Wed. , Thurs. Friday rnn Inspection Made .• S` ® I A.M.AM Inspector Final Inspection ID.41. Certificate of Occupancy ❑ Date T6 — —TT�uss --- TTruss fiype- — raty Ply 7TOTS5 SATTA --- A57756 J104237 T06 ROOF TRUSS 1 1 (optional) BUILDERS FIRST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2 00 MiTek Industries, Inc. Mon May 14 14:53:59 2001 Page 1 1 5-0-0 5-0-0 2x4 I I Scale = 1:14.9 • C B 6.00[ A c ,= 3x4 = 2x4 II 5-0-0 i 1 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 VertILL) -0.03 A-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 VertITL) -0.04 A-D >999 BCLL 0.0 Rep Stress Incr NO WB 0.04 HorzITL) 0.00 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min 1/deft = 240 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 6 SYP No.1D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) A=833/0-5-8, D=833/Mechanical Max Horz A=138(load case 3) Max UpliftA=-410(Ioad case 3), D=-481(load case 3) FORCES (lb) -First Load Case Only TOP CHORD A-B=-O, B-C=0 BOT CHORD A-D=0 WEBS B-D=-122 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf tap chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 410 lb uplift at joint A and 481 lb uplift at joint D. .`�'� tnlxluertry��4: 4) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. ?"�3;T4C A- 44,4°?% LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 0 * Uniform Loads (plf) Y c t - /fir �r Vert: A-6=-54.0, A-D= 316.0 ATE OF 3t AZOR_ v' s ,\„ , t1r3R•N1I514N1� May 14,2001 vpe 'i TPIy �r07-95-SALTATR SE�`CTEON Job cuss ---_–_--- `Trus§T-------------------------- _ ---:--, J104237 T10 ROOF TRUSS 4 1 A57760 (optional) BUILDERS FIRST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2 00 MiTek Industries, Inc. Mon May 14 14:54:03 2001 Page 1 5-10-12 I 11-8-8 i 17-6-4 I 23-7-8 5-10-12 5-9-12 5-9-12 6-1-4 Scale = 1:49.8 4x4 = - C 6.00112 '� 2x4 �� 2x4 // B D to A.ail 1 E L 4 I / 0 0 3x4 = H G F 3x4 = 3x7 11 3x4 = 3x4 =3x4 = 7-10-0 15-7-0 � 23-7-8 7-10-0 7-9-0 8-0-8 Plate Offsets(X,Y): LA:Edge,0-1-01, (A:0-4-3,0-2-01 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 VertILL) 0.06 F >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.45 VertITL) -0.17 F-H >999 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.03 E n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl = 240 Weight: 107 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-4-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-4-8 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3 REACTIONS (lb/size) A=863/Mechanical, E=863/Mechanical Max Horz A=190(load case 3) Max UpliftA=-462(load case 4), E=-462(load case 4) FORCES (lb) -First Load Case Only TOP CHORD A-B=-1296, B-C=-1133, C-D=-1149, D-E=-1317 BOT CHORD A-H=1131, G-H=798, F-G=798, E-F=1158 WEBS B,H=-220, C-H=402, C-F=429, D-F=-244 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE . . 'itii"iaffrrr,{pL.,, 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, 4 Np oce A. A q� they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 a q 3) Refer to girder(s) for truss to truss connections. r� - -, !4. 1 4) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 462 lb uplift at ��' �" joint A and 462 lb uplift at joint E. E a w 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. - S- 44:1— 2 s. i . AATEOF LOAD CASE(S) Standard `y> Lo 19 , /zs- ryrtgnrrii ll+r,trttr#trp�„,,,, May 14,2001 — — — 1 Qty —115F,/ - -LOT-9��ALTA1R SECTION (Job— T Truss Truss Type Y A57777 IJ104237 T26 ROOF TRUSS 1 (optional)BUILDERS Fl ST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2 Ji 00 MiTek Industries, Inc. Mon May 14 14:54:25 2001 Page 2 • LOAD CASE(S) Standard Concentrated Loads (lb) Vert: D=-389.0 N=-420.0 E=-160.0 L=-1102.0 0=-160.0 P=-160.0 Q=-67.0 R=-67.0 I Job -----'Truss 7,firuss—Type -- fQiy i Ply I LOT 9-5 SALTTIR SECTION —'--' A577781 J104237 T27 ROOF TRUSS 3 1 (optional) BUILDERS FIRST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 20 0 MiTek Industries, Inc. Mon May 14 14:54:25 2001 Page 1 6-8-0 I 13-4-0 i 15-4-0 6-8-0 6-8-0 2-0-0 Scale = 1:27.9 4x4 = B 6.00 rff C A M. D 3x4 = E 3x4 - 2x4 11 6-8-0 I 13-4-0 6-8-0 6-8-0 LOADING (psf) SPACING 2-0-0 CSI DEFL -- in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.01 E >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.24 Vert(TL) 0.07 C-D >385 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.01 C n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min 1/defl = 240 Weight: 50 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) A=479/Mechanical, C=603/0-5-8 Max Horz A=-204(load case 2) Max UpliftA=-257(load case 4), C=-463(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=-519, B-C=-520, C-D=25 BOT CHORD A-E=461, C-E=461 WEBS B-E=130 NOTES 1)This truss has been checked for unbalanced loading conditions. - 2)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Refer to girder(s) for truss to truss connections. paorniaraarrf,�i 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 257 lb uplift at .‘�aGE A..,,�fG joint A and 463 lb uplift at joint C. #4-r TiF7 `!t 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. LOAD CASE(S) Standard � I it,4/ " -_ %. /: S•ATE 01 % l 012tV was May 14,2001 • 7o-b -mss ----- - Truss Type ---- '-ay Ply ' LOT 95 SALTAIR-SECTION.- - — A577'21 J104237 T31 ROOF TRUSS 1 2 i (optional) FIRST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2 00 MiTek Industries, Inc. Mon May 14 14:54:30 2001 Page 1 12-4-0 15-1-0 I 2-9-0 I 7-6-8 I 1 2-9-0 4-9-8 4-9-8 2-9 0 Scale = 1:25.3 4x10 = 4x10 = 6.00 12 2x4 II B C D A I 1 I I li I I I IA E co ob I H G F 4x8 = 4x8 = 2x8 II 2x8 II 8x16 M1120H= 2-9-0 7-6-8 I 12-4-0 I 15-1-0 2-9-0 I 4-9-8 4-9-8 2-9-0 Plate Offsets(X,Y): (A:0-4-0,0-1-151, (B:0-8-4,0-2-01, (D:0-8-4,0-2-01, [E:0-4-0,0-1-151, [F:0-0-0,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) l/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) 0.27 G >649 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.33 G >527 MII20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.75 1st Horz(TL) M0.03 defl = 240 n/a Weight: 1741b BCDL 10.0 Code SBC/SBCCI 1 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9-14 oc purlins. BOT CHORD 2 X 8 SYP No.1D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) A=3816/0-5-8, E=3816/0-5-8 Max Horz A=-39(load case 2) Max UpliftA=-2059(load case 4), E=-2059(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=-6991, B-C=-10944, C-D=-10944, D-E=-6991 BOT CHORD A-H=6248, G-H=6447, F-G=6446, E-F=6248 WEBS B-H=1734, B-G=4651, C-G=-238, D-G=4651, D-F=1734 NOTES 1)This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, rntm they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 �``+� A tryN/� 3) Provide adequate drainage to prevent water ponding. 4) All plates are MI120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2059 lb uplift at -- 2.. joint A and 2059 lb uplift at joint E. ` 6) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. g 7' r- 7) 2-ply truss to be connected together with 10d Common1.148"x3") Nails as follows: Et / z Top chords connected as follows: 2 X 4- 1 row at 0-9-0 oc. �y S'AT1 OF Bottom chords connected as follows: 2 X 8 - 2 rows at 0-9-0 oc. '.. IS S'PtoR A tOFe ,Vs.�_ Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. 8) Special hanger(s) or connection(s) required to support concentrated load(s) 42.4lb down and 56.9Ib up at ,�,, M b a`"• 12-4-0, and 42.4Ib down and 56.91b up at 2-9-0 on bottom chord. Design for unspecified connection(s) is "4rrnrauri,uotE0"` delegated to the building designer. May 14,2001 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-B=-54.0, B-D=-57.9, D-E_-54.0, A-H=-458.5, F-H=-460.0, E-F=-458.5 Continued on page 2 — — ;�y--Ply 7TOT95 SALTATA SECTION Job muss Truss Type A57782 J104237 T31 ROOF TRUSS 1 2 (optional) BUILDERS FIfiST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2 00 MiTek Industries, Inc. Mon May 14 14:54:30 2001 Page 2 • LOAD CASE(S) Standard Concentrated Loads (lb) Vert: H=-42.4 F=-42.4 Tob Truss Truss Type --qty'RS,- LOT 95 SALT/UR-SECTION __--_------------71. ' A577621 J104237 T12 ROOF TRUSS 1 1 (optional) BUILDERS FIRST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2 00 MiTek Industries, Inc. Mon May 14 14:54:06 2001 Page 1 I-2-0-0 l 6-4-4 l 12-2-0 I 16-7-4 21-0-8 I 24-11-0 I 29-1-0 2-0-0 6-4-4 5-9-12 4-5-4 4-5-4 3-10-8 4-2-0 Scale = 1:54.2 4x4 = D 6.00 12 4x10 2x4 \\ E C � 5x5 = 3x7 = 2x4 II ,,, e / F G H ® 1n to o A _. 3x4 = L K J I 3x4 = 5x5 = 4x8 - 3x4 = 7-4-8 1 14-2-8 1 21-0-8 1 29-1-0 I 7-4-8 6-10-0 6-10-0 8-0-8 Plate Offsets(X,Y): [K:0-2-8,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.34 J >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.58 Vert(TL) -0.42 J-K >812 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.07 I n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl = 240 Weight: 150 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling BOT CHORD 2 X 4 SYP No.2D g g directly applied or 5-9-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) I=1062/Mechanical, B=1186/0-5-8 Max Horz B=338(load case 3) Max Upliftl=-572(load case 4), B=-772(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=25, B-C=-1778, C-D=-1669, D-E=-1641, E-F=-4157, F-G=-3542, G-H=0, H-1=-109 BOT CHORD B-L=1574, K-L=1194, J-K=1887, I-J=2071 WEBS C-L=-255, D-L=485, D-K=865, E-K=-801, E-J=2410, F-J=-2093, G-J=1616, G-1=-2249 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 ��tn� h'rfu„ 3) Provide adequate drainage to prevent water ponding. `"���C� A"�+.� 4) Refer to girder(s) for truss to truss connections. r �gTIEI 4r 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 572 lb uplift at ' C2 C'%, to joint I and 772 lb uplift at joint B. N. 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. E LOAD CASE(S) Standard 5'ATE OF 4,-4 r,'js . j f'i-OR147 �r1, t May 14,2001 -0ty �Ply rLOT 9—SALTAIR SECTION CJo6 – -- russ ifiruss�ype . A5776; 1J104237 T13 ROOF TRUSS 1 1 to•tional) :1 Li • IR SO AX 4' . • •1 s ov 1• III Ms e n.ustnes, nc. Ton Tay 14 4: 4:$ I i 1 'age 1 1 -2-0-0 I 6-4-4 I 12-2-0 I 15-7-4 i 19-0-8 I 24-0-12 I 29-1-0 I 2-0-0 6-4-4 5-9-12 3-5-4 3-5-4 5-0-4 5-0-4 Scale = 1:54.2 4x4 = D 3x5 6.00 12 E 4x12 M1120H= 3x4 2x4 II 3x5 = C G H V _.1 in in N N il A A 3x4 = M L K J 2x4 Ii 5x8 = 3x4 = 4x8 = 2x4 H I 6-4-4 1 12-2-0 I 19-0-8 I 24-0-12 I 29-1-0 6-4-4 5-9-12 6-10-8 5-0-4 5-0-4 Plate Offsets (X,Y): (L:0-4-0,0-3-0( LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.21 K >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.29 K-L >999 MII20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL)(TL) M�01 deft = I n/a Weight: 158 lb BCDL 10.0 Code SBC/SBCCI LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-8 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 1=1062/Mechanical, B=1186/0-5-8 Max Horz B=367(load case 3) Max Upliftl=-576(load case 4), B=-767(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=25, B-C=-1798, C-D=-1353, D-E=-1353, E-F=-2922, F-G=-1592, G-H=-1592, H-1=-1013 BOT CHORD B-M=1592, L-M=1592, K-L=1695, J-K=2561, I-J=0 WEBS C-M=119, C-L=-436, D-L=960, E-L=-788, E-K=1459, F-K=-1014, F-J=-1100, G-J=-264, H J=1820 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an n`Jr occupancy condition I verticals or cantilevers i exist, heysare not exposed to wind.exposure If orches exist, �0 , CE t�arAnr 9." ,� they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 a IEIct 1 3) Provide adequate drainage to prevent water ponding. '��,� :,:c i' t. , 4)All plates are MII20 plates unless otherwise indicated. z '� ,l 5) Refer to girder(s) for truss to truss connections. Iii k 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 576 lb uplift at E t M1 fi joint I and 767 lb uplift at joint B. -. S°ATE OF 7)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. % " , S' p@, l OR t , `,_. LOAD CASE(S) Standard ':'j,'+f''°t'ir.2 tscb"'9'°_s'`4 ` May 14,2001 i Tob uss --'I`uss Type Qty Ply — LOT 95 SALTAIR-SECTION ) A57764 J104237 T14 ROOF TRUSS 1 1 (o.tional) 1 L• ' 1' T •I- , • ' L . •1 '1 s `ov 1• ••• i e In.ustnes, nc. Mon ay 14 •: 4:*: *41 •age 1 -2-0-0 I 6-4-4 I 12-2-0 I 17-0-8 { 23-0-12 l 29-1-0 2-0-0 6-4-4 5-9-12 4-10-8 6-0-4 6-0-4 Scale = 1:54.2 4x4 = D .. 6.00 FIT 4x4 = 3x8 = 2x4 II 2x4 � E F G C n 1---) 8 to to r) B il A o 13- _ 3x4 = K J I H 3x4 = 5x8 = 2x4 II 3x4 = I 8-9-8 I 17-0-8 I 23-0-12 I 29-1-0 8-9-8 8-3-0 6-0-4 6-0-4 Plate Offsets(X,Y): IJ:0-2-12,0-3-01 -. LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.17 J >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) -0.29 J-K >999 BCLL 0.0 Rep Stress Incr YES WB 0.79 HorzITL) 0.05 H n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min 1/defl = 240 Weight: 155 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-11-12 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-3-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2x4 T-Brace F-H Fasten T and I braces to narrow edge of web with 10d common wire nails 8in o.c., with Sin minimum end distance. Brace must cover 90% of web length. REACTIONS (lb/size) H=1062/Mechanical, B=1186/0-5-8 Max Horz B=395(load case 3) Max UpliftH=-583(load case 4), B=-760(load case 4) • FORCES (lb) -First Load Case Only TOP CHORD A-B=25, B-C=-1750, C-D=-1551, D-E=-2239, E-F=-2004, F-G=0, G-H=-159 BOT CHORD 13,K=1549, J-K-=1 183, I-J=1341, H-I=1341 WEBS C-K=-259, D-K=423, D-J=1318, E-J=-1296, F-J=778, F-I=119, F-H=-1585 NOTES 1)This truss has been checked for unbalanced loading conditions. • 2) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an ``N 6lixranrrik.„ occupancy category I, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE a..±`" C£ A. '".9?, 7-93 they are not ex exposed to and verticals cantilevers exist, increase is 1.33, and the plate to grip increaseois 1.33xist, z�`4 :11F7(;1 �t Y P plate grip 2, 4. 3) Provide adequate drainage to prevent water ponding. j 4) Refer to girder(s) for truss to truss connections. 1 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 583 lb uplift at = joint H and 760 lb uplift at joint B. Et� 6)This truss has been designed for both TPI-85 and ANSI/TP1 1-1995 plating criteria. ' Pt ATEO Q:Si ' ORLO ,.Sr LOAD CASE(S) Standard ,',:,..,.;.;;+hr, ti4Yls�r�"citix0` May 14,2001 i Tob--------- T'fruss — - cuss'Type -- 'Zh .I 1 Y Y i tOT�S�SALTAIR SECTIZSfJ I A57765 J104237 T15 ROOF TRUSS 1 1 (optional) BUILDERS l FIRST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2 00 Mitek Industries, Inc. Mon May 14 14:54:09 2001 Page 1 I-2-0-0 I 6-4-4 I 12-2-0 l 15-0-8 I 22-0-12 I 29-1-0 1 2-0-0 6-4-4 5-9-12 2-10-8 7-0-4 7-0-4 Scale = 1:54.2 4x4 = D 4x4 = 3x8 = 2x4 II 6.00 12 E F G 2x4 \ - C ...v Ln M B v 8 c 3x4 = K J I H 3x4 = 5x8 = 2x4 II 3x4 = 7-9-8 I 15-0-8 i 22-0-12 I 29-1-0 7-9-8 7-3-0 7-0-4 7-0-4 Plate Offsets (X,Y): (J:0-2-8,0-3-01 - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert1LL) 0.13 J >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 Vert1TL) -0.21 J-K >999 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz1TL) 0.05 H n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min 1/defl = 240 Weight: 161 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-1-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-3-10 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2x4 T-Brace F-H Fasten T and I braces to narrow edge of web with 10d common wire nails 8in o.c., with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (lb/size) H=1062/Mechanical, B=1186/0-5-8 Max Horz B=424(load case 3) Max UpliftH=-592(Ioad case 4), B=-752(load case 4) FORCES (lb) -First Load Case Only TOP CHORD A-B=25, B-C=-1770, C-D=-1631, D-E=-1821, E-F=-1621, F-G=0, G-H=-186 BOT CHORD B7K•=1567, J-K-=1 189, I-J=1 181, H-1=1 181 - WEBS C-K=-253, D-K=464, D-J=1026, E-J=-1080, F-J=530, F-I=139, F-H=-1431 NOTES 1 This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an ata,,°a"'l"'a'"tni+,4" occupancy category I, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE a,.$" CE A. p, 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, rf 1I1 1 A�.r� they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 j 012,11 sr--3) Provide adequate drainage to prevent water ponding. g Z. 4) Refer to girder(s) for truss to truss connections. 2 itiolm -.3 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 592 lb uplift at t__ joint H and 752 lb uplift at joint B. 6) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 1' ATE OF Ai LOAD CASE(S) Standard RE `,� May 14,2001 Job --iTruss — — jTrussType — --- — – — Qty PIT LOT 9SSALTAIR SECTION — • A57766 J104237 IT16 ROOF TRUSS 1 1 (o•tional► :UI I • 1- 1U' JA L 44 4. I1 ' s 1ov 1• 018 i e n•ustnes, nc. Ton ay 14 4: I I `age -2-0-0 { 5-9-4 I 1 1-0-0 16-11-3 22-10-5 1 29-1-0 2-0-0 5-9-4 5-2-12 5-11-3 5-11-3 6-2-11 Scale = 1:54.2 4x4 = 3x4 = 3x4 = 2x4 II D E F G 9 n n {} 6.00 r12 3x4 ch C 0 B c� 0 �A ' $ fof ° - 3x4 = L K J I H 2x4 II 3x8 = 3x4 = 3x4 = 3x4 = 5-9-4 1 11-0-0 I 19-10-12 I 29-1-0 5-9-4 5-2-12 8-10-12 9-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL -- in (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.10 K >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.25 I-K >999 BCLL 0.0 Rep Stress Incr YES WB 0.49 Ho (TL) M�01 deft = 240 n/a Weight: 161 lb BCDL 10.0 Code SBC/SBCCI LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-1 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-1-5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2x4 T-Brace F-H Fasten T and I braces to narrow edge of web with 10d common wire nails 8in o.c., with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (lb/size) H=1062/Mechanical, B=1186/0-5-8 Max Horz B=430(load case 3) Max UpliftH=-601(load case 3), B=-743(load case 3) FORCES (lb) - First Load Case Only _ – =-164 F-G=O GH _ –_ - -- D E– 1291 E F– 1142, , TOP CHORD A-B=25, B C– 1837, C D– 1435, BOT CHORD B-L=1625, K-L=1625, J-K=1305, I-J=1305, H-I=884 WEBS C-L=109, C-K=-390, D-K=340, E-K=-18, E-I=-346, F-I=548, F-H=-1197 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, `titonafflittfuerpr{,y,. they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 :$ CE A i/4! 2) Provide adequate drainage to prevent water ponding. �`a� -ZZ�tEt AQ ff; 3) Refer to girders) for truss to truss connections. - t' fib, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 601 lb uplift at 1...)" �3, joint H and 743 lb uplift at joint B. 5) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. c1 S.ATE OF Jam . LOAD CASE(S) Standard `%fit > AtOItl9? .14't~ d `:4,AitooffltlfaY,0:5 May 14,2001 ray -151y LOT 95 SALTAlR SECTION rJob Truss �Trussype i y y A57767 J104237 T17 IROOFTRUSS 11 1 (optional) BUILDERS FIRST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2d00 MiTek Industries, Inc. Mon May 14 14:54:12 2001 Page 1 I-2-0-0 I 4-9-4 I 9-0-0 I 15-8-15 22-4-1 I 29-1-0 • 2-0-0 4-9-4 4-2-12 6-8-15 6-7-3 6-8-15 Scale = 1:54.2 4x4 = 3x8 = 5x5 = 3x4 = D E F G 6.00112 C2 o TD GI 2x4 co C o 4 co B .4IA o = 3x4 = L K J I H 3x8 = 3x4 =2x4 I I 3x8 = 2x4 I I i 9-0-0 I 15-8-15 i 22-4-1 I 29-1-0 9-0-0 6-8-15 6-7-3 6-8-15 Plate Offsets(X,Y): IF:0-2-8,0-3-0) -- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 VertILL) 0.12 J >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.53 Vert(TL) -0.20 B-L >999 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL)(TL) M�01 deft = 240 n/a Weight: 1 58 lb BCDL 10.0 Code SBC/SBCCI LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-12 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-11-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) H=1062/Mechanical, B=1186/0-5-8 Max Horz B=371(Ioad case 3) Max UpliftH=-590(load case 3), B=-753(load case 3) FORCES (lb) -First Load Case Only TOP CHORD A-B=25, B-C=-1812, C-D=-1586, D-E=-1430, E-F=-1185, F-G=-1185, G-H=-996 BOT CHORD B-L=1598, K-L=1663, J-K=1663, I-J=1663, H-I=0 WEBS C-L=-204, D-L=409, E-L=-282, E-J=132, E-I=-581, F-I=-356, G-I=1440 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 �n�xruMr ti11ttN ryr� 2) Provide adequate drainage to prevent water ponding. �.�w SCE A A.i��f 3) Refer to girder(s) for truss to truss connections. " 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 590 lb uplift atrj` �'�g�jgj , •!1°s joint H and 753 lb uplift at joint B. r'fi C} C` ^, 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. r .. z is 1s LOAD CASE(S) Standard 5'ATE OF 4.w _.s PI-MVO' _Ert ::rIri!Itnslooll May 14,2001 iUob — Truss Trussfiype.. — — — — ay FRY— LOT 95-SALTA1WSECT1ON - I ' A577'681 J104237 T18 ROOF TRUSS 1 1 (optional) BUILDERS FIRST SOU' , A L 44 4.201 SR1 s Nov 16 2 00 Mi ek Industries, Inc. Mon May 14 14:54:13 2001 Page 1 -2-0-0 I 3-9-4 I 7-0-0 1 11-6-1 ) 15-10-6 I 29-1-0 I 2-0-0 3-9-4 3-2-12 4-6-1 4-4-5 13-2-10 Scale = 1:54.2 6x6 = 3x8 = 2x4 II 7x8 = 2x4 II 5x9 = 2x4 II 6.00112 D E F G H I J 2x4 C o A � /3x9 = Q P 0 N M L K 3x8 = 2x4 II 7x8 = 2x4 II 6x8 = 2x4 H 4x5 = 7-0-0 I 11-6-1 I 15-10-6 I 29-1-0 7-0-0 4-6-1 4-4-5 13-2-10 Plate Offsets(X,Y): [B:0-4-12,0-1-8), [D:0-3-0,0-1-81, [G:0-4-0,0-4-81, [0:0-4-0,0-4-81 - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.35 0 >996 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.70 Vert(TL) -0.36 0-P >960 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(TL) 0.10 K n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min 1/defl = 240 Weight: 210 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.1D *Except* TOP CHORD Sheathed or 2-11-0 oc purlins, except end verticals. A-D 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-2-11 oc bracing. BOT CHORD 2 X 6 SYP No.1 D WEBS 2x4 T-Brace I-K WEBS 2 X 4 SYP No.3 Fasten T and I braces to narrow edge of web with 10d common wire nails 8in o.c., with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (lb/size) K=2864/Mechanical, B=2435/0-5-8 Max Horz B=306(boad case 3) Max UpliftK=-1957(load case 3), B=-1791(load case 3) FORCES (lb) -First Load Case Only TOP CHORD A-B=26, B-C=-4658, C-D=-4537, D-E=-4145, E-F=-5778, F-G=-5760, G-H=-4708, Hl=-4708, 1-J.=0, J-K=-203 BOT CHORD B-Q=4132, P-Q=5435, 0-P=5435, N-0=5443, M-N=5437, L-M=2638, K-L=2638 WEBS C-Q=-65, D-Q=1672, E-Q=-1634, E-P=193, E-0=430, F-0=-446, H-M=-376, 1-L=151, G-N=131, G-0=471, G-M=-1 114, I-M=2898, I-K=-3694 NOTES 1) This truss has been checked for unbalanced loading conditions. t'tt`'i"lvtisorr 2)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, ti.�t`'`�SCE A. ru iiii using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an '4" /1F/n_. 7r occupancy category I, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE 2 4.%J 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, m N they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2 i 3) Provide adequate drainage to prevent water ponding. �t �, 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1957 lb uplift at is 5•ATE OF Q. ,z joint K and 1791 lb uplift at joint B. S A T, 6)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. ;%"',`p A OR1�'�6 ``. 7) Special hanger(s) or connection(s) required to support concentrated load(s) 474.81b down and 737.91b up at "'•, �ry A'`` 7-0-0, and 668.OIb down and 357.61b up at 22-0-4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. May 14,2001 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-D=-54.0, D-J=-117.6, B-Q=-20.0, K-Q=-43.5 ' nn page 2 -Job I Truss firuss Type 1-01Y LPN — LOT 95-SALTAIR SECTION — — A57768I J104237 T18 ROOF TRUSS J1 (optional)BUILDERS Fl ST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2 ji 00 Mi ek Industries, Inc. Mon May 14 14:54:13 2001 Page 2 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: Q=-474.8 M=-668.0 Job — —rTi-uss — — ss ru Type — — thy 1,1Y LOT 95 SALTATR-SEC J104237 T19 ROOF TRUSS 1 4 A57769 (optional) BUILDERS FIRST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2 00 MiTek Industries, Inc. Mon May 14 14:54:15 2001 Page 1 2-4-15 7-4-11 { 12-4-7 121-8-8 2-4-15 4-11-12 4-11-12 0-2-1 Scale = 1:25.8 2x4 If C 4.24 r 3x4 B 1111.111111111111111111111111111111111111■— EN 00 IT. Allimmimiimiiiiimmas rn M n � I 4x8 EA. 2x8 II 5x5 = 2-4-15 1 7-4-11 I 12-6-8 I 2-4-15 4-11-12 5-1-13 LOADING (psf) I SPACING 2-0-0 CSI DEFL -- in (loc) 1/deft PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.53 VertILL) 0.22 A-E >650 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.22 A-E >658 BOLL 0.0 Rep Stress Incr NO WB 0.59 HorzITL) -0.01 D n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/deft = 240 Weight: 303 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.1D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 8 SYP No.1D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) F=3926/0-7-12, D=3926/0-5-8 Max Horz F=205(load case 3) Max UpliftF=-3239(load case 3), D=-3297(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=-8158, B-C=-195, C-D=-97 BOT CHORD A-F=0, A-E=7808, D-E=7808 WEBS B-E=4538, B-D=-8077 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category !, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE ■ 7-93 per SBC/SBCCI If end verticals or cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3239 lb uplift at joint F and 3297 lb uplift at joint D. `a�nruniarrr"rnu 3)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. a���' 'CE A. p{�i,�r� 4) 4-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: r �IFj�r 4. Top chords connected as follows: 2 X 4- 1 row at 0-9-0 oc, 2 X 6-2 rows at 0-9-0 oc. C�' Bottom chords connected as follows: 2 X 8- 2 rows at 0-6-0 oc. Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. - Attach chords with 1/2 inch diameter bolts (ASTM a-307) with washers at 2-0-0 on center. a jV S•ATE OF ¢ s LOAD CASE(S) Standard ''- ! RtOR1Vi� 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 , I, V146,,,,....,�' Uniform Loads (pif) ' 1 c Vert: A-C=-54.0, A-F=-650.5, A-D=-596.5 �."".�;,tnraurritw,�o+.� May 14,2001 cb -Truss Truss T YPe ty -Phi ' LOT-9S-`;ALTAII1 SECTION---------- - A57770 J104237 T20 ROOF TRUSS 1 1 (optional) BUILDERS FIRST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2 00 MiTek Industries, Inc. Mon May 14 14:54:16 2001 Page 1 3-7-8 I 7-0-0 3-7-8 3-4-8 Scale = 1:23.5 2x4 11 - C B 6.00rf'£ A 1 M O F4 �. D 3x4 — 2x4 fl I- 3-7-8 I 7-0-0 I 3-7-8 3-4-8 LOADING (psf) SPACING 2-0-0 CSI DEFL - in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) -0.07 A-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.10 A-D >752 BCLL 0.0 Rep Stress Incr NO WB 0.07 HorzITL) 0.00 n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Mini/clef! = 240 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) A=653/0-5-8, D=668/Mechanical Max Horz A=21 1(load case 4) Max UpliftA=-294(Ioad case 3), D=-43111oad case 4) FORCES (lb) -First Load Case Only TOP CHORD A-B=0, B-C=-3 BOT CHORD A-D=0 WEBS B-D=-190 NOTES • 1) This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 294 lb uplift at N,gtMINIuerdil/� _, joint A and 431 lb uplift at joint D. iu'''' c1r A. ka,, 4)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. ,��``' �$ p ?,r :4�g'.f1F1 •lt s co to sa LOAD CASE(S) Standard ) 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 �M 7k- Uniform Loads (plf) Wit-` Fi Vert: A-C=-54.0, A-D=-147.0 % g•pTOF ry ' atORL4 <�1 a ,; t}`0.,uurmikr,4'vs' May 14,2001 Job 7 Fuss --- T rT uss Tjipe Iaty–jPiy -i-�CbT-<35-SACTQiF�SECTION– — ; J104237 T21 ROOF TRUSS �1 1 (opti A57771i onal) BUILDERS FIRST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2 00 Mi ek Industries, Inc. Mon May 14 14:54:17 2001 Page 1 I -2-0-0 I 3-0-0 I 7-0-0 1 2-0-0 3-0-0 4-0-0 Scale = 1:16.3 4x8 = 2x4 I I C D 6.00 12 — M d F E '4 2x4 = 2x4 II 3x4 = I 3-0-0 I 7-0-0 3-0-0 4-0-0 Plate Offsets (X,Y): (C:0-5-0,0-2-0] LOADING (psf/ SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.01 F >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.12 Vert(TL) 0.07 A-B >386 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) 0.00 E n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min 1/deft = 240 Weight: 34 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) E=314/Mechanical, B=418/0-5-8 Max Horz B=192(load case 3) Max UpliftE=-202(load case 3), B=-369(Ioad case 3) FORCES (Ib) - First Load Case Only TOP CHORD A-B=25, B-C=-390, C-D=O, D-E=-127 BOT CHORD B-F=340, E-F=353 WEBS C-F=130, C-E_-380 NOTES 1)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Provide adequate drainage to prevent water ponding. titixtiv, i'"ire�r�rrrrrx,4'i 3) Refer to girder(s) for truss to truss connections. ""�;. CE A. A 14 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 202 lb uplift at ter`Al" 11Fi '1,`' joint E and 369 lb uplift at joint B. r.'r �T' yam , 5) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 1�`7,& Y 6) Special hanger(s) or connection(s) required to support concentrated load(s) 55.5lb down and 87.OIb up at = • h 7 3-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. T t-- V 'k E •ATE OF ¢ t LOAD CASE(S) Standard y'''''.1,,,t' 19t OR t9 ' 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 f I`12ZR V1G' .:3' 1) Uniform Loads (plf) -,,,,,,rue,�arnti��m• ,,9:' Vert: A-C=-54.0, C-D=-65.8, B-F=-20.0, E-F=-24.4 Concentrated Loads (Ib) May 14,2001 Vert: F=-55.5 -"I-Truss Trussfiype Qty Ply LOT 95 SALTA FFSEC'TTO ----------1 A57772 J104237 T21J ROOF TRUSS 1 1 (optional) BUILDERS FIRST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2 00 MiTek Industries, Inc. Mon May 14 14:54:18 2001 Page 1 5-0-0 1 7-0-0 5-0-0 2-0-0 Scale = 1:18.9 4x8 = I B_ C i 6.001F ..0. M 0 4\ N or_4111.M11111111=1111.11 Jill '00 E D 2x4 = 2x4 II • 2x4 \\ 2-9-4 1 5-0-0 5-10-4 1 7-0-0 2-9-4 2-2-12 0-10-4 1-1-12 Plate Offsets (X,Y): (B:0-5-0,0-2-0) -. LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.30 Vert(LL) 0.00 E >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.02 A-E >999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 D n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/defl = 240 Weight: 29 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) A=250/Mechanical, C=52/Mechanical, D=203/Mechanical Max Horz A=152(load case 3) Max UpliftA=-105(load case 3), C=-48(load case 2), D=-120(load case 3) FORCES (lb) - First Load Case Only TOP CHORD A-B=-212, B-C=0 BOT CHORD A-E=145, D-E=151 WEBS B-E=103, B-D=-262 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 �4t,.,env"'""'w"r.404 3) Provide adequate drainage to prevent water ponding. aw�'a°„SCE A. 4'4. 4) Refer to girder(s) for truss to truss connections. `r R- �tFI 'i1 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at . 9 , joint A, 48 lb uplift at joint C and 120 lb uplift at joint D. ,` 6) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. E disAlfif& - Y{- z. LOAD CASE(S) Standard y •ATE OF 0 4 \> ALOR 1.0" r bttnttllt tIOS .VA•\ May 14,2001 pm Truss Truss Type — — -j aty 1-PF/ I LOT 95 SACTAIWSECTION J104237 T22 ROOF TRUSS 1 2 A577731 (optional) BUILDERS FIRST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2 00 Mi ek Industries, Inc. Mon May 14 14:54:19 2001 Page 1 1 -2-0-0 I 3-9-4 I 7-0-0 I 11-3-0 I 15-5-8 I 19-0-3 I 22-6-13 I 26-8-0 I 2-0-0 3-9-4 3-2-12 4-3-0 4-2-8 3-6-11 3-6-11 4-1-3 Scale = 1:53.0 4x6 11 F 6x8 = 5x5 = 3x5 D Q E G 6.00 12 3x4 P 3x4 ui H co M q]A B 9 — 1. %4 M o o 4x8 = R O S N T MJ V L W K X Y J Z AA 2x6 II 4x5 = 10x10 = 10x10 = 8x8 = 2x8 II 5x12 MI120H- 3-9-4 I 7-0-0 1 11-3-0 1 15-5-8 I 19-0-3 I 22-6-13 I 26-8-0 I 3-9-4 3-2-12 4-3-0 4-2-8 3-6-11 3-6-11 4-1-3 Plate Offsets (X,Y): (B:0-4-0,0-1-15], [D:0-6-0,0-2-8], (1:0-4-9,0-2-8], [L:0-5-0,0-6-S] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) 0.40 L-M >784 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -0.50 L-M >631 MII20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.10 I n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min 1/deft = 240 Weight: 374 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 8 SYP No.1D BOT CHORD Rigid ceiling directly applied or 7-2-7 oc bracing. WEBS 2 X 4 SYP No.3 "Except" F-L 2 X 4 SYP No.2D REACTIONS (Ib/size) 1=7950/0-5-8, B=5662/0-5-8 Max Horz B=285(load case 3) Max Upliftl=-4248(load case 4), B=-3180(load case 4) FORCES (lb) -First Load Case Only TOP CHORD A-B=55, B-C=-11099, C-P=-11384, D-P=-11297, D-Q=-14565, E-Q=-14565, E-F=-10649, F-G=-10653, G-H=-12807, H-1=-14731 BOT CHORD B-R=9875, 0-R=9875, 0-S=9875, N-S=9875, N-T=10208, M-T=10208, M-U=14606, U-V.=14606, 4-V=14606, L-W=11426, K-W=11426, K-X=13145, X-Y=13145,J=Y'=13145 ,`J-Z=13145, Z-AA=13145, I-AA=13145 WEBS C-0=-406, C-N=335, D-N=865, D-M=5653, E-M=-963, E-L=-6527, F-L=9156, G-L=-2747, G-K=2807, H-K=-1957, H-J=1592 NOTES 1)This truss has been checked for unbalanced loading conditions. ,,Nomts's'unhbrri 2)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, 4� -ICE A. A"s using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an f IF? 1t'k occupancy category I, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE 1�. - 1, I,t- 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 _ 1•opt 3) Provide adequate drainage to prevent water ponding. - t_- ' -YG 4) All plates are MI120 plates unless otherwise indicated. ,cc it--. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4248 lb uplift at y S'ATE OF A joint 1 and 3180 lb uplift at joint B. I'C ./4,'�ZO tOP 4 6) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. 4: �,�,1'�.�R 7) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: �t�`��, Top chords connected as follows: 2 X 4- 1 row at 0-9-0 oc. ,,,,lim"o"�' Bottom chords connected as follows: 2 X 8 - 2 rows at 0-4-0 oc. May 14,2001 Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc. Continued on page 2 "l-0t - LOT 95 SALTAlR SECTION 1-Tob Truss -Trussl ype y �Y A57773 J104237 1T22 ROOF TRUSS I1 2 `` BUILDERS FIRST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Mon May 14 14:54:19 2001 Page 2 NOTES • 8) Special hanger(s) or connection(s) required to support concentrated load(s) 53.OIb down and 28.41b up at 5-0-12, 160.OIb down and 85.71b up at 7-0-0, and 160.0Ib down and 85.7Ib up at 9-0-12, and 160.Olb down and 85.7Ib up at 11-3-0 on top chord, and 314.OIb down and 168.1Ib up at 3-0-12, 203.0Ib down and 108.7Ib up at 5-0-12, 67.Olb down and 35.91b up at 7-0-12, 67.Olb down and 35.91b up at 9-0-12, 67.OIb down and 35.9Ib up at 11-0-12, 2864.0Ib down and 1533.4Ib up at 11-5-4, 1062.Olb down and 568.6Ib up at 15-5-4, 1062.OIb down and 568.6Ib up at 17-5-4, 1062.OIb down and 568.6Ib up at 19-5-4, 1062.OIb down and 568.61b up at 21-5-4, 1062.Olb down and 568.61b up at 23-5-4, and 1062.O1b down and 568.6Ib up at 25-5-4, and 1062.Olb down and 568.61b up at 13-5-4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-D=-54.0, D-E_-54.0, E-F=-54.0, F-1=-54.0, B-1=-20.0 Concentrated Loads (lb) Vert: D=-160.0 E=-160.0 L=-1062.0 N=-67.0 M=-67.0 P=-53.0 Q=-160.0 R=-314.0 S=-203.0 T=-67.0 U=-2864.0 V=-1062.0 W=-1062.0 X=-1062.0 Y=-1062.0 Z=-1062.0 AA=-1062.0 • 1 'Job 'Truss Truss—rype Qty P1y LOT 95 SALTAIR SECTION ---- . -- I ilJ104237 T23 ROOF TRUSS 1 1 A57774 (optional) BUILDERS FIST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2 00 MiTek Industries, Inc. Mon May 14 14:54:21 2001 Page 1 -2-0-0 1 5-10-8 i 11-2-8 ) 13-5-0 I 17-8-0 1 21-10-12 I 26-8-0 128-8-0 i 2-0-0 5-10-8 5-4-0 2-2-8 4-3-0 4-2-12 4-9-4 2-0-0 Scale = 1:54.9 4x4 = D 4x4 = 4x8 = 6.001-1-2— E F 2x4 \\ /1°- C 2x4 G co in o_ m B H co -vlA w — 9 it{ s 1 Ii o _: o 3x4 = M L K J 3x4 = 3x4 = 3x8 = 3x4 = 3x4 = • 1 6-11-12 i 13-5-0 _ _ 17-8-0 1 26-8-0 1 6-11-12 6-5-4 4-3-0 9-0-0 Plate Offsets (X,Y): (F:0-5-4,0-2-01 - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0.11 L >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.49 VertITL) -0.19 H-J >999 BCLL 0.0 Rep Stress Incr YES WB 0.34 HorzITL) 0.05 H n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min 1/defl = 240 Weight: 142 lb 1 1 LUMBER BRACING 1 TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-12 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-7-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=1094/0-5-8, H=1094/0-5-8 Max Horz B=206(load case 3) Max UpliftB=-725(load case 4), H=-725(Ioad case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=25, B-C=-1611, C-D=-1498, D-E=-1587, E-F=-1393, F-G=-1386, G-H=-1616, H-I=25 BOT CHORD B-M=1425, L-M=1079, K-L=1246, J-K=1246, H-J=1425 WEBS C-M=-231, D-M=436, D-L=890, E-L=-880, F-L=220, F-J=225, G-J=-210 NOTES - 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, • using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 oommni iw"iniiiu 3) Provide adequate drainage to prevent water ponding. ."a���CB A. "e, 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 725 lb uplift at r �`+ TIk1 Aft�' joint B and 725 lb uplift at joint H. �gT 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. a ` C� `f_ HIV" A LOAD CASE(S) Standard S A[B OF May 14,2001 Job _-i fiuss TTruss Type ---- ---- -TOty -jpr----rTOT 95 SALTAIR-SECTTOFT- J104237 T24 iROOF TRUSS 1 1 ' A57775 1 (optional) :U . • I- I RCE, JAX FL 32244 4.201 SR1 s Nov 16 2000 Mi ek Industries, Inc. Mon May 14 14:54:22 2001 Page 1 . 15-8-0 I-2-0-0 1 5-2-8 I 9-10-8 I 14-1-8 115-3 1n 1 20-10-12 1 26-8-0 128-8-0 2-0-0 5-2-8 4-8-0 4-3-0 1-1-8 5-2-12 5-9-4 2-0-0Sicale = 1:58.3 0-5-0 - 4x4 = 4x4 = 4x12 M1120H= F • D E 6.00 11 2x4 3x4 G C l'.c+> B H M O Ai ° O 3x4 = M L K J 3x4 = 3x8 = 5x8 = 2x4 II 2x4 II 15-8-0 9-10-8 1 14-1-8 115-3-p 1 20-10-12 1 26-8-0 1 1 9-10-8 4-3-0 1-1-8 5-2-12 5-9-4 0-5-0 Plate Offsets (X,Y): (K:0-2-8,0-3-01 - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 VertILL) 0.10 L >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.26 B-M >999 MII20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.05 H n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min 1/deft = 240 Weight: 149 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1094/0-5-8, H=1090/0-5-8 Max Horz B=209(load case 3) Max UpliftB=-725(Ioad case 4), H=-719(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=25, B-C=-1579, C-D=-1320, D-E=-1190, E-F=-1222, F-G=-1225, G-H=-1638, H-1=24 BOT CHORD B-M=1394, L-M=1271, K-L=1269, J-K=1448, H-J=1448 WEBS C-M=-241, D-M=347, E-M=-128, E-L=54, E-K=-670, G-K=-400, G-J=110, F-K=906 NOTES - 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 +,�nnn+iar&e� 7rry 3) Provide adequate drainage to prevent water ponding. ��.4$'. —ICE A �°�"G"U 4)All plates are MI120 plates unless otherwise indicated. ar 4-v"- �tc7 't 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 725 lb uplift at r T to co 4. =-joint B and 719 lb uplift at joint H. 6) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. I 1� _ - ,* LOAD CASE(S) Standard 1 - 'ArEOF 0 -t> AjOR1.$-A4V S May 14,2001 76-6----__iTiuss - - ?T h i s"- y p e I Qty P SALTAIR SECTION I ,A5777q J104237 IT25 ROOF TRUSS 1 1 J (optional) BUILDERS FIRST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2 00 Mirek Industries, Inc. Mon May 14 14:54:23 2001 Page 1 1 -2-0-0 I 4-9-4 9-0-0 13-4-0 ( 17-8-0 ( 21-10-12 I 26-8-0 128-8-0 I 2-0-0 4-9-4 4-2-12 4-4-0 4-4-0 4-2-12 4-9-4 2-0-0 Scale = 1:51.0 4x4 = 3x4 = 4x4 = D E F 6.00112 9 n 0 2x4 2x4 C G r°.) B H ch dj PI ° Ifl X Iv o 6 a O 3x4 = L K J 3x4 = 3x8 = 3x4 = 3x8 = 1 9-0-0 I 17-8-0 I 26-8-0 9-0-0 8-8-0 9-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.08 L >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.23 J-L >999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.05 H n/a BCDL 10.0 Code SBC/SBCCI 1st LC LL Min 1/defl = 240 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-2-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=1094/0-5-8, H=1090/0-5-8 Max Horz B=175(load case 3) Max UpliftB=-725(load case 4), H=-719(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=25, B-C=-1615, C-D=-1385, D-E=-1250, E-F=-1250, F-G=-1385, G-H=-1615, H-1=24 BOT CHORD B-L=1424, K-L=1356, J-K=1356, H-J=1424 WEBS C-L=-209, D-L=384, E-L=-156, E-J=-156, F-J=384, G-J=-209 NOTES 1) This truss has been checked for unbalanced loading conditions. - 2)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE 7-93 per SBC/SBCCI If end verticals or cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. „n�+lnlxrae 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 725 lb uplift at a\4`iN' GR A �'ui,,, joint B and 719 lb uplift at joint H. 4 A 5) This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. j 11.F7 /l s. LOAD CASE(S) Standard 7 z` y .p S°ATE OF r > p�ORtp��,1�'�.r `,k' .rr.'r :l�tltY14 May 14,2001 • ITob russ Truss Type -City— Ply LOT SS SAITAfR SECTION----------------- ------ ------ J104237 �T26 ROOF TRUSS 1 1 (optional) • A5777•7 I BUILDERS Fl ST SOURCE, JAX FL 32244 4.201 SR1 s Nov 16 2 00 Mi ek Industries, Inc. Mon May 14 14:54:24 2001 Page 1 -2-0-0 l 3-8-12 l 6-11-0 i 11-2-5 I 15-5-11 l 19-9-0 1 22-11-4 I 26-8-0 128-8-0 I 2-0-0 3-8-12 3-2-4 4-3-5 4-3-5 4-3-5 3-2-4 3-8-12 2-0-0 Scale = 1:51.0 I 4x6 = 3x4 = 3x4 = 4x5 = 6.00 12 D 0 E P F G 2x4 --- G` =�` � 2x4 C \ H M B ` I , ' A — o 4x8 = N Q M R L K 3x8 = 3x8 = 6x6 = 6x6 = 3x8 = 6-11-0 13-4-0 19-9-0 26-8-0 1 i i i 1 6-11-0 6-5-0 6-5-0 6-11-0 Plate Offsets (X,Y): (B:0-4-0,0-1-151, (L:0-3-0,0-4-41, IM:0-3-0,Edge1 - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.30 L-N >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.38 L-N >836 BCLL 0.0 Rep Stress Incr NO WB 0.71 HorzITL) 0.10 I n/a BCDL 10.0 Code SBC/SBCCI (Matrix) 1st LC LL Min I/defl = 240 Weight: 157 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-4 oc purlins. BOT CHORD 2 X 6 SYP No.1D BOT CHORD Rigid ceiling directly applied or 5-0-5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 2x4 T-Brace F-K Fasten T and I braces to narrow edge of web with 10d common wire nails 8in o.c., with 3in minimum end distance. Brace must cover 90% of web length. REACTIONS (Ib/size) B=2612/0-5-8, I=2096/0-5-8 Max Horz B=142(load case 3) Max UpliftB=-1539(Ioad case 4), 1=-1258(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=53, B-C=-4990, C-D=-4904, D-0=-4437, E-0=-4437, E-P=-5633, F-P=-5633, F-G=-3417, G-H=-3773, H-1=-3898, 1-J=51 BOT CHORD 1321\1=4368, N-Q=5465, M-Q=5465, M-R=5465, L-R=5465, K-L=4979, I-K=3406 WEBS C-N=7, D-N=1468, E-N=-1337, E-L=325, F-L=1212, F-K=-2031, G-K=1444, H-K=-57 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 25 ft above ground level, onanliarNerrjrrr using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 1 mi from hurricane oceanline, on an 4 Oc% CE A. AfirGc occupancy category I, condition I enclosed building, of dimensions 56 ft by 56 ft with exposure C ASCE }1 �iFj ,j 7-93 per SBC/SBCCI If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, �+ '= they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 ti �' 3) Provide adequate drainage to prevent water ponding. a 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1539 lb uplift at °'k joint B and 1258 lb uplift at joint I. "t 5)This truss has been designed for both TPI-85 and ANSI/TPI 1-1995 plating criteria. y y� Tfi OF A....,.:-`_ 6) Special hanger(s) or connection(s) required to support concentrated load(s) 389.OIb down and 208.3Ib up at A 4 6-11-0, 160.OIb down and 85.71b up at 9-0-12, and 160.O1b down and 85.7Ib up at 11-0-12, and 160.OIb 3,,. $' OR1O��` tf ) V: �' down and 85.7Ib up at 13-0-12 on top chord, and 420.OIb down and 224.91b up at 7-1-8, 67.OIb down `•.;,;,,, RSY�tiS„s: and 35.91b up at 9-0-12, and 67.Olb down and 35.9lb up at 11-0-12, and 1102.Olb down and 590.OIb up at 13-0-12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. May 14,2001 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-D=-54.0, D-G=-54.0, G-J=-54.0, B-1=-20.0 Continued on page 2