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1464 SEMINOLE RD - RESA18-0029 ADDITION PERMIT RESIDENTIAL ADDITION PERMIT PERMIT NUMBER ‘ , CITY OF ATLANTIC BEACH RESA18-0029 \ �v~ 800 SEMINOLE ROAD ISSUED: 10/8/2018 ATLANTIC BEACH. FL 32233 EXPIRES: 4/6/2019 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. 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. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: RESIDENTIAL ADDITION SINGLE 1464 SEMINOLE RD OR TWO FAMILY RESIDENTIAL 2 Car Garage $42000.00 ADDITION TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 171954 0000 SELVA MARINA UNIT 02 COMPANY: ADDRESS: CITY: STATE: ZIP: OWNER: ADDRESS: CITY: STATE: ZIP: SCHAFER MAX EDWIN JR 1464 SEMINOLE RD ATLANTIC BEACH FL 32233-5510 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. 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 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. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. Issued Date: 10/8/2018 1 of 2 (---- ,:o.A'„ RESIDENTIAL ADDITION PERMIT PERMIT NUMBER ". `'0 CITY OF ATLANTIC BEACH RESA18-0029 ��` e ISSUED: 10/8/2018 800 SEMINOLE ROAD ',(LiljSr EXPIRES: 4/6/2019 ATLANTIC BEACH. FL 32233 3 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. 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell"s,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 6 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 7 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic(TOPO)survey with water retention for final C.O. Inspection. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $265.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $132.50 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.96 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.98 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL: $557.44 Issued Date: 10/8/2018 2 of 2 rS J-v- City of Atlantic Beach APPLICATION NUMBER ,j i• ;t\ Building Department (To be assigned by the Building Department.) j e , , 800 Seminole Road �.E5 j 18 p-0o 2-,"?� ,,. , Atlantic Beach, Florida 32233-5445 jr Q Phone(904)247-5826 • Fax(904)247-5845 /PO/ � / �+ ': Ji;is - E-mail: building-dept@coab.us Date routed: PO/ l p City web-site: http://www.coab.us [[[ APPLICATION REVIEW AND TRACKING FORM Property Address: plea g se,4I 1)0 le 1 Department review required Yes . No Applicant: Owne.>�. 'tannin. &Zonin. inistrator Project: 2 C.'j, rpt- ( Public Wcula ublic Utilitiel) Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco - — Other: APPLICATION STATUS Reviewing Department First Review: Approved. 6enied. I 'Not applicable (Circle one.) Comments: (flUILDIND PLANNING &ZONING Reviewed by: Date: V; 000 j TREE ADMIN. Second Review: r.- Approved as revised. [Denied. ❑Not applicable PUBLIC WORKS Comments:le one -i �,f LV,4 h ry'...e 5( G�,Q1,ie/ lc , v, ; I ;0 1-0, PUBLIC UTILITIES Ci-1- -r I" 1a4 s, PUBLIC SAFETY Reviewed by: ir71, Date:9/2N i CE.— FIRE SERVICES Third Review: I ]Approved as revised. ❑Denie . Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Building Permit Application FFICE Copd12/8/17 n City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 nn Phone:-- (904)247-5826 Fax:(904)247-5845 l^���� �� I Li(o4 Seminole 1R �'1T11�./l�1C peck(,' Permit Number:1C/ Job Address: � Legal Description Lu-k- `f �0c.V_ S el�4 A"ri (live-2 RE# 17/9S1/'—( OCA Valuation of Work(Replacement Cost)$ 11 Zi 000 Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): ( Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial illeitaMP • If an existing structure,is a fire sprinkler syste�nstalled?(Circle one): Yes No A� • Submit a Tree Removal Permit Applicationif any trees are to be removed or Affidavit of No Tree Removal Corn?ia}at Describe in detail the type of work to be performed: e W '�0.tr► En5)n tl� f, -k 'n Lt�hal} Con5irti.* 25X5o C15o ') a CAq 0.x Gil nc�It Roo-F. Extpr,,�F„r w;l\ ba. J-% ► T.�oar 1 A W rC c . 18' su. r db n Ra-t t.L 9 oro c e 6 oor. S e e produc.-� o ppro�a\ 4-br - a cuine�l. Florida Product Approval# 5 G e CL H 4Ch P_A. for multiple products use product approval form Property Owner Information Q ` Name: Max Conti e A"PX Address: 1Libcf SCrriI2 c203.51 City 6c ccc.lA State FL_ Zip 3122 3 Phone 9 64- R 1 -()lib E-Mail JLl-lie QuaDro.\ lders. coo- incUc+y66 3ma', I •CDn-, •wner o gent(If Agent, Power of Attorney or Agency Letter Required) on ractor Information Name of Company: Qualifying Agent: Address City State Zip Office Phone Job Site/Contact Number State Certification/Registration# E-Mail Architect Name&Phone# Iu/I&tt114 (.2i/erl�iy — 9Del -7051- 0.24 Engineer's Name&Phone# LOtt PPO/tt,g — 9o'-.2VV2 -o90Sr Workers Compensation Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc.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. 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 construction 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 RECOR G YO N'aTIC/OF COMMENCEMENT. m8I (Signatur o 0 :•nt) (Signature of Contractor) _J a (includin: co :ctor) I 11 ned and,sworn to(or affir ed) •-fore me this / •.y of Signed and sworn to(or affirmed)before me this day of . SGCS i' , aO/S7 ,by I i A 4 " , by If WM'rir (Si•.nat '- of Notary) (Signature of Notary) iR Personally Known OR [ ]Personally Known OR ' 'Ci! Produced Identification [ ]Produced Identification Type of Identification: Type of Identification: =''''J ,1-, CITY OF ATLANTIC BEACH \\\ .._ iii: 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 9/26/2018 Permit#: RESA18-0029 Site Address: 1464 SEMINOLE RD Review Status: denied RE#: 171954 0000 Applicant: Property Owner: SCHAFER MAX EDWIN JR Email:julie@aurorabuilders.com Email: maxty65@gmail.com Phone: Phone: 887-0790 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: - - - 1./Square footage of improvement exceeds 400 sq. ft. A proposed finish floor elevation shall be required to be written on 2 copies of the site plan with the contractor initial and date next to the elevation. Prio o approving the footer/slab inspection a form board survey will be needed to verify that the minimum `finish floor elevation is met. f7-Cc_ @2S/r, Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5 844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft") Non-Habitable Space (ft") 7s-0 5bIY- 02 cab, ava ✓aS -B- LAND INFORMATION: Zoning District RS - L Flood Zone X Minimum FFE 12eG o mend,n5 io,d( M%r S +'tvm BUILDING INFORMATION: Construction Type V 5 Occupancy Group S,71SJ -Pa ,v i I y ko pv,a- Number of Stories 1 Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: 6 be t,a 1 U r 5')%b i tAi -e r-C of rU,yt I 10-q_ S 9.4 , ` r a Calls 4F1 inn i � r••. o & " Gs bO v� g r a of Q c) T" for o a ra3 S/.v b 9. 6 I -t- , 6 ‘6 -_ /0. ,`)6 ,y, . ..►�.,.�. Rev. 2.7.2018 C L�./;y�, City of Atlantic Beach APPLICATION NUMBER Building Department E ') c (To be assigned by the Building Department.) s 800 Seminole Road (J as /p0O2q. Atlantic Beach, Florida 32233-5445 �C.. (OPhone(904)247-5826 • Fax(904) -58�` p .➢ �+0;119? E-mail: building-dept@coab.us 0 201$ Date routed: e://10 /0 City web-site: http://www.coab.us By:�_ / APPLICATION REVIEW AND TRACKING FORM • Property Address: 1 [ (0 ti Semmo /e Department review required Yes No ildi Applicant: O nom. fanning &Zonir ^ T ee.A•I inistrator Project: 2 GQf i' ro t' Public Wo . 'ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. I (Denied. Not applicable (Circle one.) Comments: BUILDING —if PLANNING &ZONING Reviewed by: - (.....--- --4--------" Date: 9—/C).-13) TREE ADMIN. Second Review: Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. Denied. nNot applicable Comments: Reviewed by: Date: Revised 05/19/2017 ?SLN, City of Atlantic Beach APPLICATION NUMBER j .; ' Building Department (To be assigned by the Building Department.) .'t'� s 800 Seminole Road 4E - / 3o 2 �...� �r Atlantic Beach, Florida 32233 5445 (o Phone(904)247-5826 • Fax(904)247-5845 �j DID! E-mail: building-dept@coab.us Date routed: / t o /Oc City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 146? 1 Sern I I)0 + e Department review required Yes No 60.Jria—. ildi V Applicant: LIJ ria—. tanning &Zonin;11. �+ / eP A inistrator Project: 2. C�'�, �f� ( Public Wo ublic Utilities, Public Safety Fire Services Review fee $,. . . Dept Signature .041 Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. Denied. ['Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by:t Q Date:9-19 -19- i 3 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ElNot applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. E Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 S�S�:Ly;.e., City of Atlantic Beach APPLICATION NUMBER 4 } f Building Department (To be assigned by the Building Department.) A `� 800 Seminole Road EC ! ,r- ESA— S) /O��Q 29 u.,; r� Atlantic Beach, Florida 32233-5445 (O Phone(904)247-5826 • Fax(904)247-5845 q��0 / c C.�J,i �? E-mail: building-dept@coab.us SEP 10 pig Da outed: ( L/ a City web-site: http://www.coab.us APPLICATION REVIEW AND TI-----a-C-R-114G FORM • Property Address: 141(0 1 Senit(f)D l e Department review required Yes No � �p ildi Applicant: d tJC(�nom. tanning &Zonin /` �eP A inistrator Project: 2 C ,, �, �E Public Wo ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. [ enied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: ff—/1-1/4, TREE ADMIN. Second Review: . Approved as revised. I (Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed byLle.42e.joda,4„:=1_Date: A • `'f O FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 fr' ' CITY OF ATLANTIC BEACH Department of Public Works 1200 Sandpiper Lane Atlantic Beach, FL 32233 J,il�r (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 9/12/18 Applicant: Max &Julie Schafer Permit#: RESA18-0029 Email: julie@aurorabuilders.com Review Status: DENIED Site Address: 1464 Seminole Road THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: ✓• Provide construction site management plan including location of silt fence, dumpster, portable toilet. Right-of-way Permit is required if using right-of-way for construction parking. =I • Provide drainage plans showing site topography (flow arrows, etc.). /• Provide erosion and sediment control plans with installation details. ,/ • Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff if adding 400 sqft or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). • All runoff must remain on-site. Cannot raise lot elevation. .i • Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. APPROVED PUBLIC WORKS CONDITIONS OF APPROVAL: g (The following comments will be printed on your permit as Conditions of Approval) • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814)to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go the retention area and retention overflow must run to street. Page 1 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RESA18-0029(Owner-Schafer).docx • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapell's, Inc., Republic Services, Donovan Dumpsters). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • All runoff must remain on-site. Cannot raise elevation. • Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 2 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RESA18-0029(Owner-Schafer).docx !-i-*' o Comp. By: S/W s Date: 9/12/2018 Public Works Department City of Atlantic Beach Permit No: RESA 18-0029 Address: 1464 Seminole Road Provided Storage: Elevation Area Storage (ft) (ft) (ft3) 9.5 460 0 BOTTOM size 23 X 20 10.0 550 253 TOB size 25 X 22 Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM fJ 0.0 0 0 TOB 444 04 Elevation Area Storage (ft)0.0 (ft2) (ft3) A/44,/.. 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A*d*pf A=Area= 550.0 d=depth to ESHWT= 6.5 pf= pore factor= 0.3 Inground Storage= 1072.5 ft3 Required Treatment Volume= 1,271 ft3 Supplied Treatment Volume= 1,325 ft3 Retention MASTER WATER RETENTION 9/12/2018 , •s. �r,r fy Comp. B S/W r a,� Date: 9/12/2018 ,� Public Works Department City of Atlantic Beach Permit No: RESA 18-0029 Address: 1464 Seminole Road Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C =Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 16,819 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd"C" Impervious 4,897 16,819 1.00 0.29 Pervious 11,922 16,819 0.20 0.14 Runoff Coefficient(C)= 0.43 Runoff Volume V= 0.43 x 16,819 x 9.3 / 12 V= 5,643 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 16,819 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd "C" Impervious 6,947 16,819 1.00 0.41 %ISA = 41.3% Pervious 9,872 16,819 0.20 0.12 Runoff Coefficient(C)= 0.53 Runoff Volume V= 0.53 x 16,819 x 9.3 / 12 V= 6,914 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 6,914 - 5,643 DV= 1,271 ft3 Retention MASTER WATER RETENTION 9/12/2018 OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: SChCtTer e. Permit #R&S 18 " Oo 2q Project Address: 19 (+2Li Sem t v bl e 12-Oi • \J As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide •roduct approval may be obtained at: www.floridabuildin'.orr Category/Subcategory Manufacturer Product Description J Limitation of Use State# Local# A.EXTERIOR DOORS 1. Swinging 2. Sliding 3. Sectional 4.Roll up 5. Automatic C0.?(iu i$' 90.1rOs e c1c r 15. 9q.24- 6. Other (S e ry c c cc �{ I c�s+zp,,o oc�+sJw J^ 15 a H B.WINDOWS 1. Single hung 2.Horizontal slider 3. Casement 4. Double hung GT yv;ndoos Vinyt si n91 44415 R--J39 5. Fixed 6. Awning 7. Pass-through 8. Projected 9.Mullion 10. Wind breaker 11. Dual action 12. Other Category/Subcategory Manufacturer Product Description [Limitation of Use State# Local# C. PANEL WALL 1. Siding 2. Soffits 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1. Asphalt shingles ' �° crc 0.�,�c+ 2y-. _(s�IFT mberin e rood S��► �, I b 1 2. Underlayments Tr441,-1u(o.1) f c ,l- 2 h t n o 2.to-f- u.z l5 2.1 to 3. Roofmg fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofmg insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofmg slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Category/Subcategory Manufacturer Product Description Limitation of Use ` State# Local# E. SHUTTERS 1.Accordion 2. Bahama 3. Storm panels 4. Colonial 5.Roll-up 6. Equipment 7. Other F.STRUCTURAL COMPONENTS 1.Wood connector/anchor 2. Truss plates 3.Engineered lumber 4.Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10.Deck-roof 11.Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight I 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local # H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. i3y Lt.) n er /girt//� (Contractor Name) (Print Name) ( \O..y �- S g T er (Signature) ‘// -7 ,�� r' � G Company Name: Mailing Address: 19 (D S '�rr, b(-2 e City: (36.-1State: l-- Zip Code: 2 5.3 Telephone Number: (?0 7' ) g grl - b-79 C Fax Number: ( ) Cell Phone Number: (q ) D 1 — c) -79 D E-mail Address: j f t \► e (2 0.1t.rorc1/4_1:Dik; cl erS. c c r- R Lumber design values are in accordance with ANSI/TPI 1 section 6.3 10 I These truss designs rely on lumber values established by others. MiTekR OFFICE COPY RE: J180278 - Aurora - Schafer Garage - RC MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Aurora Custom Homes Project Name: Schafer Garage Model: Lot/Block: Subdivision: Address: 1464 Seminole Rd City: Atlantic Beach State: FL Name Address and License #of Structural Engineer of Record, If there is one, for the building. Name: Luis A. Pontigo License #: 53311 Address: 420 Osceola Ave City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017fTP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of th • •. :•. . • - . - . - r• No. Seal# Truss Name Date ou *ontigo & Associates, Inc. 11 1T13713278 A01 4/6/18____ Consulting Structural Engineers 12 1 113713279 1 A02 �4/6/18 1 kO EXCEPTION TAKEN El MAKE CORRECTIONS NOTED ECTED-SEE REMARKS 0 REVISE &RESUBMIT t ..view is for the limited purpose of checking for conformance ,11 the assign concept and the information expressed in the :i'`'Tcict documents. No approval is implied for the(accuracy or ?rrir.;lote es5 of dotails, quantities, dimensions,weights or .:,u;yes, fabrication processes, construction means or methods, ..nor:warier]of the work with other trades or constiucilon safely • ecautions,all of which are the sole responsibility of the • .:.,ntrcxctor. The Contractor is responsible for dimensions to be .�ntirmed and correlated at the site. Review of a specific item :+i,•.,ll nor Include a review of the entire assembly of which the :•em is a component. Review of re-submission will cover only i ,.•osigncried changes on the submittal and other changes c- icrenfitled by the Contractor. / jay: , A- Date:'k -S' 1 1 The truss drawing(s)referenced above have been prepared by MiTek Y �i, USA, Inc. under my direct supervision based on the parameters ,,4'4-ti `. `;�B�1,.� provided by Manning Building Supplies. . .� F ••/1•• '. Truss Design Engineer's Name: Albani, Thomas / • :380 My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification ` '` that the engineer named is licensed in the jurisdiction(s)identified and that the • / S ATE O F 4<Cl designs comply with ANSI/TPI 1. These designs are based upon parameters .• As Q .o..\ •%. • � shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ��•'• •O R 1�.... �%� file reference purpose only,and was not taken into account in the preparation of i,,��O N A;�,,��% these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Thomas A.Albans PE No.39300 should verify applicability of design parameters and properly incorporate these designs MITek USA Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: April 6,2018 Albani,Thomas 1 of 1 Job Truss Truss Type I Oty Ply Aurora-Schafer Garage-RC 113713278 J180278 A01 Common Supported Gable 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 s Feb 12 2018 MiTek Industries,Inc. Fri Apr 6 12:44:33 2018 Page 1 I D:gg4ni D W YYi pOdmnjAl W C4vzTRTJ-gdKghafzuEkecVNgjoTyuxl vS2jb813vwMbYEOzTRBy -1-6-0 12-6-0 I 25-0-0 26.6-0 ♦ 1-6-0 — — — — — — ..— — 12-6 0 12-6 0 I 1-6-0 Scale=1:46.7 4x4--- 9 9 10 5.00 -_-12 30 31 7 11 6 12 5 J 3x41 13 4x4 3 4 t 43x4 29ii 16 4x4 • 2 '�' ` 32 1714 .> ki 16 3x4— 28 27 26 25 24 23 22 21 20 19 18• 3x4— 5x5= ------._- 25-0-0 25-0-o -- ---I Plate Offsets(X,Y)— [2:0-0-12,0-1-13],[2:0-0-4,0-2-01[16.0.412,0-1-131,[16_0-0-40-2-01,[23:0-2-8,0-3-0 -- LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.01 17 ri/r 90 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.01 17 n/r 80 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 16 n/a n/a BCDL 10.0 Code FBC2017/TPI20-l4 Matrix-SH Wind(LL) 0.00 17 n/r 120 Weight:127 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. All bearings 25-0-0. (Ib)- Max Horz 2=-101(LC 10) Max Uplift All uplift 100 lb or less at Joint(s)24,25,26,27,28,22,21,20,19,18 except 2=-i38(LC 12), 16=-138(LC 12) Max Gray All reactions 250 lb or less at Joints)2,16,23,24,25,26,27,28,22,21,20,19,18 FORCES. (Ib)-Max.Comp./Max.Ten.-An forces 250(Ib)or less except when shown. NOTES- 1) OTES1)Unbalanced roof Ilve loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=25ft;eave=2ft;Cat. Il;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-6-11 to 1-5-5,Exterior(2)1-5-5 to 12-6-0,Comer(3)12-6-0 to 15-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads In the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise Indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)*This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Jolnt(s)24,25,26,27,28, 22,21,20,19,18 except(jt=1b)2=138,16=138. 10)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)2,16. Thomas A.Albani PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 6,2018 • A WARNING-Vivify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 tea 10/03/2015 BEFORE USE. Design valid for use only with Ml leak/)a.onryxctars.This design Is based only upon parameters shown,and Is for an Individual Ixilding component,not ' a truss system.Before use,lho IxildiIlg designer must verify the ap)plicabiny of design parameters and properly Inrorpou lte this design Into the overall building design. Brach()Indicated Is to prevent buckling of individual truss Web and/or chord members hers only.Acini,nal temporary ad permanent bracing ing Mi?ek Is always regrllred for stability and to prevent collapse with p osshle personal Injury and property damage. kr general gcldara;e lea fling the tabllcattort storage.delivery.erection and bracing of muses and truss systems,seeANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component j 6904 Parka East Blvd. Safely Information avaikttle from Tams Plate Institute,218 N.lee Street,Elle 312,Mexa n drkr,VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Aurora-Schafer Garage-RC IT13713279 m : J180278 A02 Common . 14 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.210 6 Feb 12 2018 MiTek Industries,Inc. Fri Apr 6 12:44:34 2018 Page 1 ID cig4niDWYYtpOdmnjAlWC4vzTRTJ-BpuCuwibfXsVEfysHWBO9a0hSsPtj0390K5nSzTRBx 1:6 0_+_ __________676-0 12-6-0 18-6-0 25-0-0 26-6-0 1-6-0 6.6-0 1 — 6-0-0 I - 6-60 L .. — —6-6-0 --I 1-6-0 I Scale=1:45.2 4x4 4 5.00 17 18 12 1.5x4 \ 1.5x4// 3 5 \ . 16 19 2 • 6 3x4- 6x6=:: 3x4=_ 3x4 L8-6-0 I 16-6-0 I 25-0-0 I 8-6-0 8-0-08-6-0— Plate Offsets Q(,Y)— _[2_0-0-14,Edge],_[8:0-0-14,Edge] ------- .- LOADING(psi) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.12 8-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.27 8-15 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.16 Horz(CT) 0.06 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrlx-MSH Weight:111 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-6-1 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1009/0-3-8,6=1009/0-3-8 Max Horz 2=-107(LC 10) Max Uplift 2=-416(LC 12),6=-416(LC 12) FORCES. (Ib)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1842/744,3-4=-1640/695,4-5=-1640/694,5-6=-1842/744 BOT CHORD 2-9=-576/1668,8-9=-313/1099,6-8=-603/1668 WEBS 4-8=-209/589,5-8=-369/265,4-9=-209/589,3-9=-369/265 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=25ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)-1-6-11 to 1-5-5,Interior(1)1-5-5 to 12-6-0,Extertor(2)12-6-0 to 15-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s)except(Jt=lb) 2=416,6=416. Thomas A.Alban!PE No.39380 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: April 6,2018 lia Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED EK REFERANCE PAGE API-7473 row.10103/2015 BEFORE USE Design valid for use only with MlekCC conneciors.This design Is based only upon parameters shown.and is for an IncpNdual building compowent,lad . a truss system.Before use,the txliding designer must verify the applicability of design parameters and properly hrcorprrate Ibis design kilo tlx:,went balding design. Bracing indicated is to prevent buckling of IrxiNk tura truss web and/or chord members only.Ad ttk,xl temporary end posnnerent bracing MiTek. Is always required for stability and to prevent collapse with possible personal Imlay and properly damage. for general guldryine refyia ling the ktrkxatl rt.storage.de Avery.erection ani bracing of trusses and tnas systems.se0ANSl/IPI I Quilty Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avdktie horn Truss Hate institute,2111 N.tee Street.Saito 312.Aiexaxkta,VA 22314. Tampa,FL 33610 -- — — Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3j4' Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury MEM Dimensions are in ft-in-sixteenths. rlk Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 0-1/1 di c1-2 C2-:, 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves c may require bracing,or alternative Tor I O ILI P bracing should be considered. IRMA* U 3. Never exceed the design loading shown and never O gli astack materials on Inadequately braced trusses. t-- 07-8 O 4. Provide copies of this truss design to the building l For 4 x 2 orientation,locateC8- designer,erection supervisor,property owner and plates 0-1/7d' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. I 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE Joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/7P'1. - connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT I the environment in accord with ANSI/7P11. `Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a ncn-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice Is to to slots.Second dimension is i ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that it Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. I 13.Top chords mush be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated, Lumber design values are in accordance with ANSI/IPI 1 I ! section 6.3 These truss designs relyon lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, BEARING gor less,If no ceiling is installed,unless otherwise noted. established by others. 15.Connections nct shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved j approval of an engineer. *IMO reaction section indicates joint Ilai6M mill 1111 KIN number where bearings occur. t 17.Install and bad vertically unless Indicated otherwise. Min size shown is for crushing only. MIM _. 418.Use of green or treated lumber may pose unacceptable environmental health or performance risks.Consult with ! Industry Standards: project engineer before use. ANSI/TPI J: National Design Specification for Metal ! 19.Review all portions of this design(front back,words Plate Connected Wood Truss Construction. ' I and pictures)before use.Reviewing pictures alone mrili DSB-89: Design Standard for Bracing. i I is not sufficient. BCSI: Building Component Safety Information, lie R 20.Design assumes manufacture In accordance with Guide to Good Practice for Handling, I ANSI/7P11 Quality Criteria.Installing&Bracing of Metal Plate Connected Wood Trusses. , MITek Engineering Reference Sheet:MII-7473 rev. 10/03/2015