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1450 Ocean Blvd RES20-0204 New Single Family Home PermitOWNER:ADDRESS:CITY:STATE:ZIP: MCEWAN COURTNEY 1450 OCEAN BLVD ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: North Florida Builders of Jacksonville I 4540 Southside Blvd JACKSONVILLE FL 32216 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171853 0000 MANDALAY JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1450 OCEAN BLVD RESIDENTIAL NEW SINGLE FAMILY RESIDENCE new single-family home $386403.55 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS DRIVEWAY APRON INFORMATIONAL Notes: All concrete driveway aprons must be 5 inches thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 3Issued Date: 10/2/2020 PERMIT NUMBER RES20-0204 ISSUED: 10/2/2020 EXPIRES: 3/31/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 3 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 4 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 5 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 6 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 7 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 PUBLIC WORKS MAXIMUM DRIVEWAY INFORMATIONAL Notes: Maximum driveway width within the City right-of-way is 20 feet. 9 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. 10 PUBLIC UTILITIES UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247-5878. 11 PUBLIC UTILITIES METER BOX SEWER CLEAN OUT INFORMATIONAL Notes: Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. 12 PUBLIC UTILITIES RT1 SEWER CLEANOUT INFORMATIONAL Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. 2 of 3Issued Date: 10/2/2020 PERMIT NUMBER RES20-0204 ISSUED: 10/2/2020 EXPIRES: 3/31/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $1341.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $670.50 CROSS CONNECTION 400-0000-343-3701 0 $50.00 PU REVIEW RESIDENTIAL BLDG 001-0000-329-1007 0 $50.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $31.67 STATE DCA SURCHARGE 455-0000-208-0600 0 $21.12 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $2,439.29 13 PUBLIC UTILITIES DISCONNECT AND CAP INFORMATIONAL Notes: Disconnect and cap water and sewer lines. 14 PUBLIC UTILITIES INSPECTION PRIOR TO DEMOLITION INFORMATIONAL Notes: 15 PUBLIC UTILITIES ADDITIONAL COMMENTS PUBLIC UTILITIES INFORMATIONAL Notes: All water & sewer utility connections must be inspected prior to cover up. Please call the inspection line at 247-5814 to schedule inspections 24 hours in advance. Failure to do so will result in future failed inspections and additional fees. 3 of 3Issued Date: 10/2/2020 PERMIT NUMBER RES20-0204 ISSUED: 10/2/2020 EXPIRES: 3/31/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $2,489.29 RES20-0204 Address: 1450 OCEAN BLVD APN: 171853 0000 $2,489.29 BLDG SUBSEQUENT PLAN REVIEW FEES $100.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $1,341.00 BUILDING PERMIT 455-0000-322-1000 0 $1,341.00 BUILDING PLAN REVIEW $670.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $670.50 PUBLIC UTILITIES $50.00 CROSS CONNECTION 400-0000-343-3701 0 $50.00 PUBLIC UTILITIES PLAN REVIEW $50.00 PU REVIEW RESIDENTIAL BLDG 001-0000-329-1007 0 $50.00 PUBLIC WORKS PLAN REVIEW $125.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE SURCHARGES $52.79 STATE DBPR SURCHARGE 455-0000-208-0700 0 $31.67 STATE DCA SURCHARGE 455-0000-208-0600 0 $21.12 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R13617 $2,489.29 Printed: Friday, October 2, 2020 1:05 PM Date Paid: Friday, October 02, 2020 Paid By: North Florida Builders of Jacksonville I Pay Method: CREDIT CARD 383379049 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R13617 1 IMPORTANT PERMIT AND INSPECTION NOTES BUILDING. 1. The City Sea Turtle Protection Ordinance applies where land either has frontage on Beach Avenue, the Cloister Condominium, or is located eastward of Seminole Road from 20th Street northward to the City Limits. 2. No fill dirt can be delivered without prior approval from Public Works. Per COAB, 24-68. 3. The bottom of all foundation footings must be minimum 12 inches below existing grade, per COAB, 24-68 and FBC-B, Section 403.1.4. Site conditions may require footings to be deeper or higher above finished grade. Please review COAB Bulletin 1-16 to ensure minimum Finished Floor Elevation (FFE). 4. Fill dirt inside foundation walls must be compacted in 8-inch lifts, per FBC-R506.2.1. Please submit compaction tests, from a third-party testing agency, for every 16 inches of fill or fraction thereof. 5. At Final Inspection, a 6-inch clearance between exterior wall coverings and final grade (top of sod or mulch) will be required, per FBC-R318.7. Please plan FFE and lot grading accordingly. 6. Where questionable soils are found, during inspection, soil and compaction tests may be required, per FBC- R401. 7. Please provide a form-board or stem wall elevation form, from a licensed surveyor, for slab inspection. 8. Please review COAB Bulletin 2-18 to determine if a survey with setbacks and dimensions to property lines is required for slab inspection. 9. The placement and protection of steel reinforcement (Rebar) must comply with FBC-R606 (Masonry) and R608 (Concrete), including required Standard Hooks at top and bottom of vertical rebar. 10. Inspections: a. In-Progress Inspections are required for Exterior Siding and Window and Door Inspections and should be scheduled for the first day of work. b. A Scratch-Coat Inspection is required for stucco work. If you intend to apply a double-up, brown- coat, please call the Building Department to schedule a same-day Scratch-Coat Inspection. c. All roofing projects require an In-Progress Inspection, Residential and Commercial. d. The roof must be complete and the building dried in before scheduling rough trades inspections. 11. The joint tape for ZIP Board products is considered the dry-in or House Wrap for the building and must be inspected before covering over. All holes and penetrations in the sheathing and overdriven nails must be sealed. 12. Please post the building permit documents in a conspicuous location, before start of construction, including the Building Permit, Notice Of Commencement (NOC), and Construction Site Management Plan. The Police Department may review the management plan for compliance and parking. 13. Blocking any sidewalk or street is prohibited without prior approval from the Police Department and City Manager. 2 14. All work must match the approved plans. All changes to the approved plans must be re-submitted for plan review and approved before it can be inspected. Building inspectors are not authorized to approve changes to the approved plans in the field. (See Mechanical) 15. Where excavation is required for new construction, the provisions of FBC-B, Section 3307 will apply, including a 10-Day prior notice to adjoining property owners and protection of adjoining properties. Where the excavation exceeds 24 inches, temporary retaining walls must designed by the Engineer Of Record (EOR) and installed during or immediately after excavation. EXISTING BUILDINGS – REMODELS, RENOVATIONS, ADDITIONS, CHANGE OF OCCUPANCY. 1. Existing buildings are reviewed and permitted under the Florida Building Code-Existing Buildings (FBC- EB). The applicant must specify the method of compliance, per FBC-EB 301.1, and include that information on the plans, with the Design Criteria and Code Analysis. 2. The requirements for the method specified will be found in the corresponding FBC-EB Chapter. 3. When it is discovered during construction that the Compliance Method is not correct, or the project has expanded into another Compliance Method, revised plans will be required to update the Permit. No inspections will be conducted until the approved revisions are on site. 4. Any wall opened by removing interior or exterior wall coverings is considered a Work Area, and current provisions for Energy Conservation, including weatherproofing and insulation will apply. 5. Building inspectors are not authorized to approve changes to the approved plans in the field. ROOFING. a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. b. All roofing projects require an In-Progress Inspection. c. Sheathing installation and replacement guidelines per APA. d. Underlayment must conform to FBC-R Table 905.1.1 e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F ELECTRICAL. 1. Electrical work must comply with the provisions of the 2014 NEC. 2. Anti-Oxidant Compound is required on all exterior aluminum wiring connections, unless the Listing Approval Documents for the conductors and the termination points, at each end, specifically allow connection without the compound. (Three documents will be required) PLUMBING. 1. Water supply and drain pipes must be insulated outside of conditioned areas, per FBC-R, P2603.5. 2. Where the entire sanitary drainage system is replaced, the existing building drain and building sewer 3 must be internally examined to verify proper size and slope and that piping is not broken or obstructed, per FBC-R, P2502.1. 3. COAB requires an additional sewer cleanout near the sewer tap with a T-1 concrete box for protection. 4. Water service piping must be properly supported and covered by a minimum of 12 inches of soil, per FBC-R, P2604.3. MECHANICAL. 1. All equipment and duct work must match the approved plans and Energy Sheets. The Manual S is the approved duct plan, and the as-built duct work must match the approved plans, or a revised Manual S or equivalent must be submitted for review. An equivalent must include duct and trunk layout and sizes, available static pressure, actual air flow, and total effective length, signed by the Mechanical Contractor with State License Number. FUEL GAS. 1. Fuel gas systems from the regulator to the appliances must comply with the FBC-Gas. 2. LP gas storage systems and outside piping must comply with NFPA 58. 3. All underground gas piping and tubing must be buried with 12-inches of cover. 4. CSST gas piping must comply with the manufacturer’s installation instructions and terms of approval. 4 01/23/20, 02/13/20 Building Permit Application City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.u s Updated 1 0/9/18 **AllINFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Job Ad dress : -f-......L:::'O::".::::,.,I<.-----O>-L~=:I_lJ~'-----! ___ ~~""-l-...----:---- Legal Descript ion RE# II ' gS& -() aao Valuation of Work (Replacement Cost) $ lQ YC)/jC\D He ated/Coo ed SF ~'Ot Non-Heated/Cooled iCl."¥ • Class of work~New DAddition D Al t eration DR epa ir DMove DDemo DPool D Window/Door • Use of existing/proposed structure(s): OCommercial ~Residential • If an eXisting structure, is a fire sprinkler system installed?: DYes DNo • w i ll tree(s) be r em oved i n association w ith oroposed pmlect? DYes (m u'5t subm it sepa r ate Tree Removal Pe rmit) O No State Certification/Regi stration # ~ Architect Name & Phone # ~ Engineer's Name & Phone # --+-l*",--""'--'''--'''~'4--==-!~~~IJ'.!.fVl+--..t.....=:....J..~.)...-''.-'''-'',--,,",''''''J-=-+----------- Workers Compensation Insurer Expiration Date _______ _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or in stallation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction . I understand that a separate permit mu st be secured for ELECTRICAL WORK , PLUMBING, SIGNS , WFLLS, POOLS, FURNACES, BOILERS, HEATERS , TANKS, und AIR CONDITIONEI1S, etc. NOTIC[: In addition to the requirements or LlIi~ permit, there may be additional restrictions applicable to this property that may be tound in the public records ot this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. OWNER'S AFFIDAVIT : I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating con struction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RING Y UR NOTICE OF COMMENCEMENT. ,~ o..t\ v r:7 ~ -4-~~:re at Contractor) 1/ ~ned and swo r n to (or affirfJl.!t.d) before me this _,_ 't d,yof SI~d ,~o m to (o"ffi,m ~'K~..,J",.t':1 Jv..\'1 ' 20W, by \< (11\ C. ~ "2b2b , b Y ~C~~~~L!r~ :i'~f,~ G \, 1,. k.J ' , SUSAN J U 00 0 0 ~~,¥ , or--lA. r;:, I I ,h.4 L Vi6ULll~ ~ ;..a N~,!J), ... "'-.J.A ;..-'r' ......... (Signa tu re Notary) ~. ad-a..n I ;;;. ~ f;:(, ... ';'~!\Y.~t~~\ SUSAN JUNOD .. :i~Y:~~~.J $g~~[Xnown OR CQ..L ~ ~ Personally Known OR ~ ;:./'J;.\j ~ommisSion # GG 342784 :' :A·'~"",""-,"·""""1 6 "''''''',",,,+l on [ 'J Produced Ide ntl f icatidn ... :,~~"..: Expires June 25, 2023 ...... '. Vff !U ~ut O I Ollit OA.aJi. j (\.. '" '~<'"OjIJJl"-U'" S ..... dTh T F '.~:. ,". 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C A T I I Building E x p o s u r e C Building T y p e C l o s e d Manning B u i l d i n g Supplies, I n c . 11155 P h i l i p s P a r k w a y D r E Jacksonville, F L 3 2 2 5 6 Phone: ( 9 0 4 ) 2 6 8 - 8 2 2 5 Fax: ( 9 0 4 ) 2 6 0 - 2 9 8 1 WWW.MBS-CORP.COM JAXTRUSS@MBS-CORP.COM Job# J 2 0 0 3 4 2 Customer: N o r t h F L B u i l d e r s o f J a c k s o n v i l l e Project: G r o k u l s k y - M c E w a n R e s i d e n c e Lot/Sub:Address 1 4 5 0 O c e a n D r City,State: A t l a n t i c B e a c h , F L Scale: N . T . S . D a t e : 6 / 2 2 / 2 0 2 0 Designer: J a m e s B r a t c h e r Al l c l a i m s f o r e r r o r o r d e f e c t i v e m a t e ri a l m u s t b e m a d e w i t h i n 5 d a y s o f r e c e ip t o f g o o d s a n d p r i o r t o i n s t a l l a t i o n . O t h e r w i s e , s a i d c l a i m w i l l b e d e n i e d.Wall H e i g h t L e g e n d =9'1-1/8"= 1 2 ' 1 - 1 / 8 " =N/A Engineer o f R e c o r d : Jesse Jannette - FL PE# 78623 12058 San Jose Blvd., #1001 Jacksonville, FL 32258 This i s a T r u s s P l a c e m e n t P l a n O n l y Trusses h a v e b e e n d e s i g n e d b a s e d o n t h e drawings p r o v i d e d t o M B S b y t h e B u i l d e r . Please r e f e r t o t h e t r u s s e n g i n e e r i n g f o r a n y information n o t l i s t e d o n t h i s p a g e Please r e f e r t o t h e B C S I - S u m m a r y S h e e t s for p r o p e r b r a c i n g o f t r u s s e s d u r i n g e r e c t i o n FL O R I D A P R O D U C T A P P R O V A L C O D E S : M I T E K P L A T E S 2 1 9 7 . . . . . . W E Y E R H A E U S E R - E VE R E D G E L V L 2 1 3 5 9 . . . . . W E Y E R H A E U S E R EE I - J O I S T 2 1 3 6 0 . . . . . . W E Y E R H A E U S E R R I M B O A R D 6 5 2 7 . 5 =N/A =N/A =N/A 5-1/2"BRG.FLOOR T R U S S 3 1/2"Ribbon NotchApproved t r u s s a n c h o r b y b u i l d e r . 20"Typical T r u s s E n d s Hanger L i s t Hanger Q t y HTU26 9 HTU28 4 Al l R o o f T r u s s e s h a v e b e e n h e l d i n 1 / 2 " f r o m f a c e o f w a l l A t t i c S t o r a g e D 0 2 D 0 3 D 0 4 D 0 5 D 0 6 D 0 1 J1 0 J 11 J0 3 J0 4 J1 2 J 0 3 J 0 4 J 1 2 J1 4 C 0 1 C 0 2 J01 J02 J 08 J0 9 J0 3 J0 4 J 0 3 J 0 4 J0 6 J0 3 J0 7 J 0 3 J 0 7 C 0 3 C 0 4 E0 1 J1 5 J1 6 J15 J16 G 0 1 J01 J 02 J01 J02 J05 J03J04 J03 J 0 4 J05J03J04 J 0 3 J 0 4 G01 J01J02 J 01 J02J05J03J04J03J04J05 J03J04 J03 J04G02 G 0 3 D 1 4 D 1 3 D 1 2 D 1 1 D 1 0 D 0 8 G 0 2 H T U 2 6 H T U 2 6 H T U 2 6 H T U 2 6 H T U 2 6 H T U 2 6 H T U 2 6 H T U 2 6 HT U 2 6 H T U 2 8 H T U 2 8 H T U 2 8 H T U 2 8 J 1 3 ( 3 ) J 0 5 ( 4 ) J1 7 ( 7 ) G0 4 ( 3 ) D0 9 ( 3 ) D0 7 ( 3 ) J 1 8 ( 4 ) 9' 0"1' 6"7' 6" 16 ' 4 " 7' 8 " 30 ' 0 " 1 9 ' 8 " 1 4 ' 4 " 4' 6 " 1 8 ' 4 " 1 5 ' 4 " 2 3 ' 4 " 1' 6 " 13' 0" 8' 0" 13' 0" 1' 6" 6' 0 " 2 ' 0 " 2 ' 0 " 1 ' 4 " 6' 0 " 2' 0 " 6' 0"2' 0"2' 0" 2' 0 " 2' 0 " 1 ' 6 " 8' 0 " 2 ' 0 " 2 ' 0 " 2 ' 0 " 2 ' 0 " 2 ' 0 " 1 ' 4 " 2' 0 " 2 ' 0 " 2 ' 0 " 2 ' 0 " 7' 7 " 2' 0 " 2' 0 " 2' 0 " 1 ' 1 0 " 2' 0 " 2' 0 " 1' 6 " LOADING C R I T E R I A Type Roof Floor Top C h o r d L i v e L o a d 2 0 4 0 Top C h o r d D e a d L o a d 7 1 0 Bottom C h o r d L i v e L o a d 0 0 Bottom C h o r d D e a d L o a d 1 0 5 Total L o a d 3 7 5 5 Duration F a c t o r 1 . 2 5 1 . 0 0 Building C o d e F B C 2 0 1 7 R E S Wind S t a n d a r d A S C E 7 - 1 0 Wind S p e e d 1 3 0 M P H Wind U s a g e R E S . C A T I I Building E x p o s u r e C Building T y p e C l o s e d Manning B u i l d i n g Supplies, I n c . 11155 P h i l i p s P a r k w a y D r E Jacksonville, F L 3 2 2 5 6 Phone: ( 9 0 4 ) 2 6 8 - 8 2 2 5 Fax: ( 9 0 4 ) 2 6 0 - 2 9 8 1 WWW.MBS-CORP.COM JAXTRUSS@MBS-CORP.COM Job# J 2 0 0 3 4 2 Customer: N o r t h F L B u i l d e r s o f J a c k s o n v i l l e Project: G r o k u l s k y - M c E w a n R e s i d e n c e Lot/Sub:Address 1 4 5 0 O c e a n D r City,State: A t l a n t i c B e a c h , F L Scale: N . T . S . D a t e : 6 / 2 2 / 2 0 2 0 Designer: J a m e s B r a t c h e r Al l c l a i m s f o r e r r o r o r d e f e c t i v e m a t e ri a l m u s t b e m a d e w i t h i n 5 d a y s o f r e c e ip t o f g o o d s a n d p r i o r t o i n s t a l l a t i o n . O t h e r w i s e , s a i d c l a i m w i l l b e d e n i e d.Wall H e i g h t L e g e n d =9'1-1/8"= 1 2 ' 1 - 1 / 8 " =N/A Engineer o f R e c o r d : Jesse Jannette - FL PE# 78623 12058 San Jose Blvd., #1001 Jacksonville, FL 32258 This i s a T r u s s P l a c e m e n t P l a n O n l y Trusses h a v e b e e n d e s i g n e d b a s e d o n t h e drawings p r o v i d e d t o M B S b y t h e B u i l d e r . Please r e f e r t o t h e t r u s s e n g i n e e r i n g f o r a n y information n o t l i s t e d o n t h i s p a g e Please r e f e r t o t h e B C S I - S u m m a r y S h e e t s for p r o p e r b r a c i n g o f t r u s s e s d u r i n g e r e c t i o n FL O R I D A P R O D U C T A P P R O V A L C O D E S : M I T E K P L A T E S 2 1 9 7 . . . . . . W E Y E R H A E U S E R - E VE R E D G E L V L 2 1 3 5 9 . . . . . W E Y E R H A E U S E R EE I - J O I S T 2 1 3 6 0 . . . . . . W E Y E R H A E U S E R R I M B O A R D 6 5 2 7 . 5 =N/A =N/A =N/A Field Applied129-1/2"0 5-1/2"BRG.Unless n o t e d otherwise.Approved t r u s s a n c h o r b y b u i l d e r . 2x4 m i n i m u m t o p a n d b o t t o m c h o r d s . Square c u t o v e r h a n g s . 3 1 /2 "12 7 Typical T r u s s E n d s 18'9 1/2" 18'9 1/2" 1 SP 2 SP 3 1/2" 1'8" 1 2 Client:North Florida Builders Project:Grokulsky-McEwan Resd Address:1450 Ocean Dr Atlantic Beach, FL 32233 Date:6/18/2020 Input by:James Bratcher Job Name:J200342 Project #: Level: LevelBM1 onCENTER 2.0E LVL 1.750" X 20.000" 2-Ply -PASSED Version 19.60.173 Powered by iStruct¥ Member Information Type:Girder Plies:2 Moisture Condition: Dry Deflection LL: 480 Deflection TL: 360 Importance: Normal Temperature: Temp <= 100°F Application: Floor Design Method: ASD Building Code: IBC/IRC 2015 Load Sharing: No Deck: Not Checked Ceiling: Gypsum 1/2" Reactions UNPATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 63342549000 2 63342549000 Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 38379 ft-lb 9'4 3/4" 54424 ft-lb 0.705 (71%) D+L L Unbraced 38379 ft-lb 9'4 3/4" 38571 ft-lb 0.995 (100%) D+L L Shear 8488 lb 16'8 7/8" 13300 lb 0.638 (64%) D+L L LL Defl inch 0.343 (L/631) 9'4 13/16" 0.451 (L/480) 0.760 (76%) L L TL Defl inch 0.481 (L/450) 9'4 13/16" 0.601 (L/360) 0.800 (80%) D+L L Bearings Bearing Length Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - SP 5.500" 82% 2549 / 6334 8883 L D+L 2 - SP 5.500" 82% 2549 / 6334 8883 L D+L Design Notes 1 Fasten all plies using 4 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top must be laterally braced at a maximum of 3'6 3/8" o.c. 5 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 18-9-8 7-3-4 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F15-F13 2 Tie-In 0-0-0 to 18-9-8 9-7-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F03 Self Weight 18 PLF This design is valid until 10/15/2022 BlueLinx 1950 Spectrum Circle, Suite 300 Marietta, GA 30067 877-914-7770 www.buildoncenter.com ICC-ES: ESR-2909, ESR-2913, ESR-1210 Manufacturer Info Manning Building Supplies 11155 Philips Pkwy Dr E, FL 32256 (904)268-8225 Notes Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads. Lumber 1. 2. Dry service conditions, unless noted otherwise LVL not to be treated with fire retardant or corrosive chemicals Handling & Installation 1. 2. 3. 4. 5. LVL beams must not be cut or drilled Refer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvals Damaged Beams must not be used Design assumes top edge is laterally restrained Provide lateral support at bearing points to avoid lateral displacement and rotation 6. For flat roofs provide proper drainage to prevent ponding Page 1 of 2 18'9 1/2" 18'9 1/2" 1 SP 2 SP 3 1/2" 1'8" Client:North Florida Builders Project:Grokulsky-McEwan Resd Address:1450 Ocean Dr Atlantic Beach, FL 32233 Date:6/18/2020 Input by:James Bratcher Job Name:J200342 Project #: Level: LevelBM1 onCENTER 2.0E LVL 1.750" X 20.000" 2-Ply -PASSED Version 19.60.173 Powered by iStruct¥ Multi-Ply Analysis Fasten all plies using 4 rows of Pneumatic Gun Nail (.120x3.25") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 80.9 % Load 263.5 PLF Yield Limit per Foot 326.0 PLF Yield Limit per Fastener 81.5 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination D+L Duration Factor 1.00 This design is valid until 10/15/2022 BlueLinx 1950 Spectrum Circle, Suite 300 Marietta, GA 30067 877-914-7770 www.buildoncenter.com ICC-ES: ESR-2909, ESR-2913, ESR-1210 Manufacturer Info Manning Building Supplies 11155 Philips Pkwy Dr E, FL 32256 (904)268-8225 Notes Calculated Structured Designs is responsible only of the structural adequacy of this component based on the design criteria and loadings shown. It is the responsibility of the customer and/or the contractor to ensure the component suitability of the intended application, and to verify the dimensions and loads. Lumber 1. 2. Dry service conditions, unless noted otherwise LVL not to be treated with fire retardant or corrosive chemicals Handling & Installation 1. 2. 3. 4. 5. LVL beams must not be cut or drilled Refer to manufacturer's product information regarding installation requirements, multi-ply fastening details, beam strength values, and code approvals Damaged Beams must not be used Design assumes top edge is laterally restrained Provide lateral support at bearing points to avoid lateral displacement and rotation 6. For flat roofs provide proper drainage to prevent ponding Page 2 of 2 RES20-0204 PUBLIC UTILITIES PLAN REVIEW COMMENTS Date: Application #: Project Address: APPLICATION TRACKING COMMENTS Check Box to Add Comment Check Box to Print Underground Water Sewer Utilities Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed, call 247-5878.   Meter Boxes Sewer Cleanout Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible.   RT1 Sewer Cleanout A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible.   RPZ Backflow A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities.   Sensus Touch-Read Meter Plans note the building will be unsprinkled. If plans change, any fire line installed must be metered with a Sensus touch-read meter in a properly sized vault and an appropriate backflow preventer installed. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities.   Fire Sprinkler Backflow Requirement If fire sprinkler system is provided, call 247-5878 for backflow requirements. At a minimum, will require a double check backflow preventer.   Fire Line Meter Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2” must be installed in a vault as noted in JEA specifications.   Utility Map See attached Utility Map.   Disconnect & Cap Disconnect and cap water and sewer lines.   Inspection Prior MUST call the Inspection Line at 247-5814 to request an inspection of the disconnected and capped water and sewer lines PRIOR to demolition.   Utility Inspections All water & sewer utility connections must be inspected prior to cover up. Please call the inspection line at 247-5814 to schedule inspections 24 hours in advance. Failure to schedule utility connections may result in failed inspections and additional fees, and delays in utility services.   System Development Fees All fees must be paid for water & sewer connections before meters will be set. Please call the finance department customer service line 247-5816 to coordinate payment of fees.    